20250306FLS to Staff 16 Attachment 2.pdf

FLS-W-24-02 IPUC DR 16 Attachment 2
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7.0 APPENDICES
APPENDIX A: RELEVANT ENGINEERING DATA
APPENDIX B: DEQ SANITARY SURVEY
APPENDIX C: WATER RIGHT RESERVE CAPACITY MEMO
APPENDIX D: WATER QUALITY DATA
APPENDIX E: CALIBRATION DATA
APPENDIX F: REQUIRED FIRE FLOWS FROM IDAHO SURVEY AND RATING BUREAU
APPENDIX G: ELECTRONIC FILES
APPENDIX H: CROSS CONNECTION CONTROL PLAN INFORMATION
APPENDIX I: FALLS WATER COMPANY REVENUE AND EXPENSE DETAIL
APPENDIX J: DRINKING WATER SYSTEM CLASSIFICATION WORKSHEET
Schiess&Associates September 2019
18030 Falls Water Company Facility Planning Study 43

FLS-W-24-02 IPUC DR 16 Attachment 2
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Appendix A: Relevant Engineering Data
• EDU Calculation Data
• Well#1 Data
• Well#2 Data
• Well#4 Data
• Well#5 Data
• Well#6 Data
• Well#8 Data
• Well#9 Data
• Well#10 Data
• Detailed Construction Cost Estimates.
A-1

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EDU CALCULATION

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PAGE 1 OF 2
S4Schiess & Associates JOB FWC Capital Facilities Plan
IMPROVING COMMUNITY INFRASTRUCTURE JOB NUMBER 18030CALCULATED BY RTC DATE 2/1/2019
7103 SOUTH WEST, IDAHO FALLS, ID 83402
OFFICE: [phone] FAX: [phone]
AF = acre-feet FWC = Falls Water Company
DEQ = Idaho Department of Environmental Quality gpm =gallons per minute
EDU = equivalent domestic unit gpd = gallons per day
BMPO = Bonneville Metropolitan Planning Organization
Key: I Input I Calculated Value
Water Use and EDU Calculations
FWC service area population = 16,110
Total water use = 3,809 AF (from 2018 Billing Data)
Residential connections = 5,001 (from 2018 Billing Data)
Total Connections = 5,260 (from FWC 2018 Summary data)
Residential water use = 3,547 AF (from 2018 Billing Data)
Average Residential flow rate = 2,199 gpm
Residential demand per EDU = 0.440 gpm/EDU
Non residential water use = 262 AF
Non residential water use = 162 gpm
Summation of EDUs from non-residential demands = 369 EDUs
Total EDUs = 5,370 EDUs
Demands Based on Measured Production Volumes
Annual demand volume = 4,145 AF
Average annual demand = 2,570 gpm
Average annual demand per EDU = 0.48 gpm/EDU
Maximum day demand = 7,200 gpm (from 2018 Production data)
Maximum day demand per EDU = 1.34 gpm/EDU
Maximum day/Average day peaking factor= 2.80
Peak hour demand = 10,579 gpm (from July 14, 2018)
Peak hour demand per EDU= 1.97 gpm/EDU
Winter time daily demand = 806 gpm (daily meter reads from Jan,
Feb, Mar& Dec 2018)
Winter demand per EDU = " -5 gpm/EDU (216 gpd)
Assume winter demand is equal to indoor demand and indoor
demand remains relatively constant throughout the year
Peak day outdoor demand =I 1.19 gpm/EDU (1,742 gpd)
https://d.docs.live.net/e2970976d620749e/Work/FWC FPS/5.0 Design/Calculations/ERC calculations.xlsm

FLS-W-24-02 IPUC DR 16 Attachment 2
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PAGE 2 OF 2
S4Schiess & Associates JOB FWC Capital Facilities Plan
IMPROVING COMMUNITY INFRASTRUCTURE JOB NUMBER 18030CALCULATED BY RTC DATE 2/1/201
7103 SOUTH WEST, IDAHO FALLS, ID 83402
Future Peak day Model Flow Computation
Average persons be household in Bonneville County= 2.83 based on US Census Data
However, BMPO estimates are higher for FWC service area = 3.00 estimated from BMPO data
Growth rate for planning = 3%
Year
Population 14,226 1 16,987 1 19,692 1 22,829 1 26,465
EDUs 75, 70 1 6,412 1 7,433 1 8,618 1 9,990
2040 EDUs = 9,990 EDUs
2040 Average Day Demand = 4,781 gpm
2040 Maximum Day Demand = 13,394 gpm
2040 Peak Hour Demand = 19,681 gpm

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WELL#1 DATA

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(---` State of Idaho
USE TYPEWRITE
R Department Of Water Resources
�BALL'POINT
WELL DRILLER'S REPORT
State law requires that this report be filed with the Director,Department of Water Resources within 30
days after the completion or abandonment of the well.
1. WELL OWNER 7. WATER LEVEL
Name—_Yiilccx Zonstuction
Static water level_-!+:L-_feet below land surface
Flowing? ❑ Yes C3 No G.P.M.flow__
j Address, & Temperature °F. Quality __-__�
Artesian closed-in pressure_ p.s.i,
Owner's Permit No. T l Controlled by ❑ Valve ❑ Cap n Plug
2. NATURE OF WORK R. WELL TEST DATA
i
❑ New well M Deepened ❑ Replacement T-3 Pump ❑ Bailer ❑ Other
Dimharga G.P.M. Draw Down Hours Pumped
❑ Abandoned(describe method of abandoning) 10 6f
to 1100 6 +
3.PROPOSED USE --�
M Domestic ❑ Irrigation ❑ Test ❑ Otwwmfy typo) g LITHOLOGIC LOG 103266
f Hole Depth w.te,M
I ❑ Municipal ❑ Industrial ❑ Stock ❑ Waste Disposal w Meterul
Injection Diam.I From To
j 12 1 0 170 I r.ard Cre Basa.lt �,`
4. METHOD DRILLED 170 175 Hardrout Basialt
g7 Rotory ❑ Dug ❑ Other 1 180 Brcken 3rown 3asalt _ x I
1QO 191 Broken Gray Basa-It r
1 1 202 in rg id Cl
5. WE CONSTRUC71pN 202 208 Hard Gray Basalt
Diameter of hole 12 inches Total depth 215 12 20°feet i
Casing schedule: ❑Steel ❑ Concrete
Thi knew Diameter From To
inches inches + feet feet
irate; inches feet feet
inches inches feet _ feet
inches inches feet feet
inches inches feet feet _Was casing drive shoo used? ❑ Yes 1I NoE ell
i Was a packer or seal used? ❑ Yes ® No IL 11V
—
Perforated? ❑ Yes 0 No
How perforated? ❑ Factory ❑ Knife ❑ Torch Isla
Size of perforation inches by inches --1
i
— Number perforations From To 6
feet feet
perforations feet _ feet
perforations feet feet
I Well screen installed? ❑ Yes M No —�
I Manufacturer's name
Type__ Model No. —
Diameter—Slot size—Set from feet to,_feet
Diameter_Slot size_ Set from feet to,_ feet
Gravel packed? ❑ Yes ® No Size of gravel E
Placed from feet to __feet
Surface seal depth 20+ Material used in seal ❑ Cement grout
0 Puddling cloy ❑ Wall cuttings
Se,ing pracMws used ❑ Syrry pit ❑Twmerery serfage
❑ Overbors to sew
6. LOCATION OF WELL 10
Work startedAug:?st 26, 1976finished August 30, 1976
Sketch map location must agree with written location.
N 11.DRILLERS CERTIFICATION
Subdivision Name Firm Name Andrew Well DriUine Contr.Form No.5
W � E
AMr..l 68 Fast 17th Street D.
0-4-76
_-i--• Lot Na Block No Idaho Falls, Idaho 83401
5 Signed by (Firm OftiaiW
li County Bonneville am
I IDveralor) dd
_ SW %._ S %sec. 14 ,T. 2 N/$,R. EµiV
USE ADDITIONAL SHEETS IF NECESSARY FORWARD THE WHITE COPY TO THE DEPARTMENT

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FLS-W-24-02 IPUC DR 16 Attachment 2
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DAVID E. BENTON
eo,isuttlnrg Engineei 1400 BENTON ST.
DAVID E. BENTON, P.E. IDAH❑ FALLS, IDAHO
RE& PH. JA 2-5046 PH. JA 2-8033
LLOYD J. BENTON
RES. PH. JA 2-0314
Jan. 25, 1960
Wilcox Construction Co.
970 9th Street
Idaho Falls, Idaho
Gentlemen:
This letter is to certify that an actual measurement was made
by me of the flow of the No. 1 well located in Mobile Homes Estates
( just north of 16t St. and & East of the Ammon- Lincoln road).
A measurement of this flow was made by using a test pump furnished
by the Snake River Equipment Co. The orfice measurement showed a
flow of 1446 gallons per minute which was continuous and did not
cause the pump to break suction at this rate. This measurement
was mad* in June 195$.
Respectfully submitted,
,<Sra,>�Q4�5'
David E. Benton, P.E.

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t)IIMAII: AND UKULK 16UY.M
, lYl
Gwyn ��uRICUITURAI ShflCEVINC.
\�\ I PUMPS AND IRRIGATION EQUIPMENT
..' MONE 785•1717 BLACKFOOT IDAHO 63221 P O Box 627
i uS1c?M[R Vi ices .Cons ul t ion �Fel l s Valley Wate,r �lser,s-Z___-__. .._.__—.DATE.�SecCemb�> � 19�_/
nUDWf S5 - --
PFIONE ..... —-- - -. .....-
U(JANIIfY I I T E M
1. Wygr,__lube d e - well turbine ..pump designed -Eor-_900•gpm-• ..... __,_,,,__„_,__—,_,_ _—,,,._•.•
••1„ 75 Hp_L_P 4 0 1800 RPM motor
___ .,.... . 1 .. ..-81_..d1schar a-d---.
���_'.... .._..124!... ._8'_'.as_1�.":r8t Ilubt�olslmn ass ____.-•- --
- 1 1D11-
cone-st rai ----- ----— --------- --
Installation _pump._nnht_._ —_— —•— —•-- _ --- — -
1 .850,00
' F0L1QQ_ 1L.fl8Bemb1v & adding. 20r of_ wrtJQlLd.e
�I-- -- _and 137S.00 less_mnney_
— _75 HP Z401volt electric panel w/lightning arrestor,
1
fER11AS:-s CASH DOWN=__ BALANCE$ PAYABLE AS FOLLOWS,AS INDIVIDUAL ITEMS ARE DELIVERED:
i
II seller ij to Install the equipment and roc or other circumstances are encountered which Increase costs, these additional costs will be added to
;he balance due and be paid by purchas r. All merchandise sold hereunder Is subject to Seller's continuing ability to procure some from'SeI1Cr's
•egular sources of supply and at Seller's re ant costs. In event of Increases In Seller's cost of any Item, the price of that Item as herein quoted
;hall be donespondingly increased.
_ I eorllfy the proeerty purchased pursumni hereto will be used directly for mining, manufacturing, processing, or forgling purpoaee,
4•.--
I
I!have re Id this document In Its entirely; have received a true, signed copy of It; and 1 conllrm that this Is a firm offer on my part to purohase
109 Items Iset forth hereon. If this offer is accepted by Seller by affixing Its signature hereon, by delivery of all or any part of the items, or other-
Oleo, I agree that I am bound by and un s tend all of the above terms and the SPECIAL TERMS AND CONDITIONS contained on the reverse
11 here f.
k4ROVE AGRICULTU ERV C S, INC. Purchaser
By Purchaser
Purchaser's residence--
,11� TI,ITLi
Purchaser's Chief Place of Business-
NOTICE: Sea Other Side for Important Information.

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Re P. Dope Well Drilling
4 2 7 P O U L S E N S T R E E T P H O N E J A c k s o n 2 2 3 2 4
1 D A H O F A L L S I D A H O
Wilcox Well
0 to 2 ft. Top soil
2 to 65 " Gravel and boulders
65 to 85 " Black lava
85 to 110 Lava crevices
110 to 125 Lava
125 to 128 Cinders and sand
128 to 140 Lava and cinders
j in. wall casing set at 65 ft. below ground level to 2 ft.
abotre ground level
Casing cemented in lava at bottom

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WELL#2 DATA

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07/12/2004
IDAHO DEPARTMENT OF WATER RESOURCES
PRELIMINARY RECOMMENDATION OF WATER RIGHTS ACQUIRED UNDER STATE LAW
RIGHT NUMBER: 25--14055
NAME AND ADDRESS: FALLS WATER CO INC
1770 SABIN DR
IDAHO FALLS ID 83406
SOURCE: GROUND WATER TRIBUTARY:
QUANTITY: 1.160 CFS
PRIORITY DATE: 12/31/1962
POINT OF DIVERSION:
T02N R38E Sll SWSWNW Within BONNEVILLE County
T02N R38E S14 SENESW Within BONNEVILLE County
T02N R38E S14 SENESW Within BONNEVILLE County
T02N R38E S14 SWSWSW Within BONNEVILLE County
T02N R38E S15 SENESE Within BONNEVILLE County
PURPOSE AND
PERIOD OF USE:
PURPOSE OF CISE PERIOD OF USE QUANTITY
MUNICIPAL 01/01 12/31 1.160 CPS
PLACE OF USE:
Place of use is within the service area of Falls Water Company as provided
for under Idaho law. The place of use is generally located within T2N R38E
Sections 10, 11, 13, 14, 15, 16, 22, 23.
OTHER PROVISIONS NECESSARY FOR DEFINITION OR ADMINISTRATION OF THIS WATER RIGHT:
This partial decree is subject to such general provisions necessary for
the definition of the rights or for the efficient administration of the water
rights as may be ultimately determined by the Court at a point in time no
later than the entry of a final unified decree. Section 42-1412(6), Idaho
Code.
To the extent necessary for administration between points of diversion
for ground water; and between points of diversion for ground water and
hydraulically connected surface sources, water was first appropriated or
used from:
Well No. 1 located in T2N R38E S14 SWSWSW on 6/10/1958 in the
amount of 0.59 cfs.
Well No. 2 located in T2N R38E S14 SENESW on 12/31/1962 in the amount
of 1.16 cfs.
Well No. 3 located in T2N R38E S15 SENESE on 11/11/1974 in the amount
of 0.29 cfs.
Well No. 4 located in T2N R38E S14 SENESW on 4/18/1980 in the amount
of 3.00 cfs.
Well No. 5 located in T2N R38E S]l SWSWNW on 3/13/1978 in the
amount of 1.89 cfs.
EXPLANATORY MATERIAL: BASIS OF CLAIM - Beneficial Use
This right originally established for Well 12, located at T2N R38E S14
SENESW.
RIGHT INCLUDES ACCOMPLISHED CHANGE IN POINT OF DIVERSION
PURSUANT TO SECTION 42-1425, IDAHO CODE.
THE FOLLOWING RIGHTS ARE DIVERTED THROUGH POINTS OF DIVERSION
DESCRIBED ABOVE: 25-14035, 25-14055, 25-7191, 25-7148, AND 25-7418.

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i
• P• Cope Well Drf ll►..in'
9 2 7 P O U E S E N S T R E E T P H O N E Jf} c k s on 2 23 2 4
IDAHO FAC LS IDAH O
� I
�11 No. 2 Falls Water oo. Inoor�porated
0 to 2 Top soil
2 to 46 Grravel and boulders
46 to 64 Sand and gravel
64 to 74 Sand, gravel and boulders
74 to 79 Soft lava
79 to 108 Hard blaok lava - Casing drove to 84 fte and oementod at
108 to 128 Softer lava bottom of Gaging ;
128 to 147 Red oindars
i
Water level stands svt,{�8 fte
84 Ft. of 5116"' wall- thiolmess oaring used plus steel dr ve shoe on
bottom of oaring.
!

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DAVID E. BENTON
eo,tsu4ln9 Fn9ln�cs 1400 �DENTON ST.
DAVID E. B[NTDN, P,E, IDAHO FALLS, IDAH❑
RK9. PH. JA 2-5046
LIOYD J. BENTON PH. JA 2.8033
RKl. PH. JA 1-0314 '
April 28, 1960
i
i
;
Federal Housing Administration
415 Sun Bldg.,
Boise, Idaho.
Gentlemen:--
This is to certify that on March 17, 1960, we run a test on the
number two well for Falls Water Company, in the Mobile Homes Addition,
Bonneville County, east of; Idaho Falls.
..This well was tested using 101, x 811 Orifice and Pitot-tube.
The h vf}lue was 59.751f. The maximun table reading read only to 37".
3711 equals 1900 gallons per minute. Flow was so much greater than
1900 G.P.M. that we used the formula Flow equals K x A where K for w •
1034 inch diameter pipe is equal to 85.9. We measuredA to be 3411 where
water had dropped 12 inches. This gives a flow of 2921 G.P.M.
The total draw down in this well was from 57�11" to 601611. The
bottom of this well is 143; feet below the surface with the bowler of the ,
Pump set at 135 feet. The; well is cased with a 16 inch casing.,,
This is one of the; best wells that has been drilled in the
Idaho Falls area.
f
ry truly yours,
i 'David E. Bentbn, P.E.
DESi br
•� I1 `' ^t F�, I � I lil
+F.1,,'�t ..••ti'L ,,q, k•� ! i ' �'S i•r'" i, .I '' '..r° lfjl'

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CABLE ADDREiG: JOMNbTOr
- "HOIgE DYCAMOR[' a'Bae•
JOHNSTON PUMP COMPANY
A UIY1410 i 11 OF TN[YOUNOSTOWN/MINT AND rve COMPANY
i
3272 EAST f OOTHILL 6LVD., PASADENA,CALIFORNIA
593 North Yeliorstone
l Idaho Falls, jdaho
MaY 3, 1960
TO WHOM IT IRT CONCFANt
I We have installed a 40 fi.P.
primp for the Falls Water Company,
Inc., at Pfeil Site No. 2, that is very capable of producing
f650 g.p.m. with 60 # pressure. !
I 'Yours very truly,
JO ANY
( ✓ Manager
l ... RJ/ef �� I
.9�'��;F�R•11,�` I a;y vl ���i _, ,.! f •; I � : . .�i�) I.l..i =�
!Alt h j: ,'4 , I � I: •
ua.'• llS..i. Al: I a !

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FALU WATER CO.,
09/08/88
405 111h Street
IDAHO FALLS, IDAHO 83401
Telephone [phone]
COST FOR PRC1DUCTTON OF VIATF.R BY PIF.LL SITE
THE COST TO PUMP ONE THOUSAND GALLONS OF
WATER BASED UPON POWER, PATE OF 6 . 3 CENTS
PER K1•IH AND NO DEMAND CONS I DEP.ED .
WELL 01 8 . 52 CENTS PER THOUSAND r-ALLONS
WELLS 2&4 8 . n5 CENTS PER THOUSAND GALLONS
WELL 45 8 . 74 CENTS PEP THOUSAND 4ALLONS
POWER CONSUMPTION PER THOUSAND GALLONS
WELL N1 1 . 35 KWH PER THOUSAND GALLONS
WELLS 2 8 4 1 . 28 K'-IH PER THOUSAND GALLONS
WELL $5 1 . 39 KWII PER THOUSAND GALLONS
DEMAND CHARGES PER MONTH IF ANY WATER IS PUMPED :
WELL 01 $ 959 . 69 PER MONTH IF USED
WELLS 2 F. 4 $2 , 070 . 44 PER MONTH IF USED
WELL N5 992 . 27 PER MONTH IF USED

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WELL#4 DATA

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AL
FTUSEPEWRITER State Saho POINT PEN Department of Water Administration
WELL DRILLER'S REPORT
State law requires that this report be filed with the State Reclamation Engineer
within 30 days after completion or abandonment of the well.
1. WELL OWNER 7. WATER LEVEL
Name_ Falls Water Company Static water level 68 feet below land surface
Flowing? ❑ Yes ❑ No G.P.M,flow
Address 405 11th Idaho Falls, Idaho Temperature .F. Quality
Artesian closed-in pressure p.s.i.
Owner's Permit No. 25—7047 Controlled by ❑ Valve ❑ Cap ❑ Plug
2. NATURE OF WORK 8. WELL TEST DATA
® New well ❑ Deepened ❑ Replacement ❑ Pump ❑ Bailer ❑ Other
Discharge G.P.M. Draw Down Hours Pumped
❑ Abandoned(describe method of abandoning)
3. PROPOSED USE
® Domestic ❑ Irrigation ❑Test 9. LITHOLOGIC LOG
Note Depth Water
CJ Municipal ❑ Industrial ❑Stock Diam. From To Material Y. Nc
4, METHOD DRILLED
;9 Cable ❑ Rotory ❑ Dug ❑ Other
S. WELL CONSTRUCTION
Diameter of hole 16 inches Total depth Meet
Casing schedule: V Steel ❑ Concrete
Thickness Diameter From To
inches 16 inches +_ feet Meet €
irtdtes 12 Inches _ feet 95 feet
inches inches feet feet
inches Inches feet feet
inches inches feet feet
Was a packer or seal used? ❑ Yes ❑ No
Perforated? 11 Yes ❑ No
How perforated? ❑ Factory ❑ Knife ❑Torch
Size of perforation Inches by inches
Number From To
perforations __ feet feet
perforations feet feet
perforations fact fast IL
Well screen installed? ❑ Yee ❑ No
Manufacturer's name
Type Model No,
Diameter_Slot size_Set from feet to feet e
Diameter—Sict size._Set from feet to feat
Gravel packed? ❑ Yes :0 No Size of gravel—
Placed from feet to feet
Xa
5 ft. puddling clay Z
Surface seal? 9) Yes ❑ No To what deptheet
Material used in seal O Cement g► t cEl udd"
B. LOCATION OF WELL QS PE✓ s4e,taro C ,
Sketch map location must agree with written location, 10,
N Work started March _74
( WELL
11.DRILLER%CERTIFICATION
W E This well was drilled under my supervision and this report is
true to the best of my knowledge.
R. P. Cope Well Arilline 28
Dollars or Firm's Name Number
County Bonneville Rt#3 Box 470 Idaho Falls,
Address
SEl 4NE+, SW � 14 T. 2 N�/ R.; $FNy , �
Signed By
WIL
USE ADDITIONAL SHEETS IF NECESSARY FORWARD THE WHITE,BLUE,AND PINK CMS TO THE DEPARTMENT

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LAVSED
`• Identification No.
U Application No. .
STATE OF IDAHO
APR 2.2 1914 DEPARTMENT OF WATER ADMINISTRATION
U-Pementd1WelerAdministtolion APPLICATION FOR PERMIT APPR4VEL
Eeslietn OlSlticl ONice
To Appropriate the Public Waters of file State of Idaho
(TYPE OR PRINT IN INK)
1. Name of applicant Falls Water Company, Inc.
post office address 405 - llth Street, Idaho Falls, 83401
2. Source of water supply--&round_water which is a tributary of
3. a. Location of point of diversion is NE 1
Po __ of SW V<of Section *14 Township 2N
Range 3dE B.M. Bonneville Count additional
Y: points of diversion if any:
b. If waler is not consumed, it will be discharged into. at a point in
Of-`A of Section Township Range B.M.
4. Water will be used for the following purposes:
Amount 3.0 for Municipal purpose from Jan. 1 ro Dec. 31 (both dales Inclusive)
I<h or.c #.—per--.)
Amount for_ purpose from to (both dales inclusive)
Amount «for purpose from_ to (both dates inclusive)
5• Tolal quanlily lorbe appropriated:
a. -�.D cubic feet per second and/or
fb. acre feet per annum.
b. Proposed diverting works:
a. Description of ditches, flumes, pumps, headgares, etc. deep well, turbine pump
125 HP and.-water svatem
b. Height of storage dam feet, active reservoir capacity acre feel; total reservoir
capacity acre feel, materials used in storage dam:
Period of year during which storage will occur to inclusive.
- Imo.O,rl IMo.0<YI
c. Proposed well diameter is_20 inches;proposed depth of well is 300 feel-
7. a. TKne required for the completion of the works and application of the water to the proposed beneficial use
,is\7_ years.
Ib. Eslimaled construction cost is s_40,OOOi00_
8. Description of proposed uses:
a. If water is not for irrigation:
1 (1) Give the place of use of water:,_$ _ of.._ _' of Section 14 Township^2N__
{
H,1
t Range_3HE.-
+ (2) Amount of power to be generated: hp hp under. feet of head.
11 Q) List number of each kind of livestock to be watered
1f (4) Name of municipality to be served-------, or number of families to be
supplied with domestic watec_85O
(5) If water is to be used for other purposes describe:
a

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 23 of 237
b. If water is for irrigation, indicate acreage in each subdivision in the tabulation belowt
NDA NWV4 IWtA SIK
W►. ANOf sic. _ — .. �_ �._......- �.. .-. _�. TOMS
NVA NWV. iwA SAV. NIV4 NWV4 sWV4 SEV. NVA NW% %WV4 $IV, N/V. NWVi sWW FXd
N ME 14 x x x x x x x
15 x x
Tolal number of acres to be irrigated
c. Describe any other water rights used for the same purposes as described above. Three other wells
located in NESW, SWSW, Sec. 14 SESE, Sec. 15, T. 2Ni_R. 38E. Glaimed under
a use right.
9. a. Who owns the properly at the point of diversion Falls Water Co.
b. Who owns the land to be irrigated or place of use private Individuals
c. If the properly is owned by a person other than the applicant, describe the arrangement enabling the
applicant to make this tiling 'PUC Certificate of convenience and necessity to
supply dom 4stic water and fire aroteg_tfon
I
10. Remarks Water will be used for Fire Port ection, lawn and_•garden irrigation.
This well will also be sup2lemental to three other existingwells
comprised of 1 - 40 NP,_1 - 20 NpLand_1-•,=,Z�.IIP_motor on pump that
furnishes water to_500 residences not claimed on this permit.
a
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 24 of 237
• If. Map of proposed project: show clearly the proposed point of diversion, place of use, section number, township
and range number.
I I
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I I I 1
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---1--- ---1------- I --+Q°— fit✓
I I I ► 1 I I I
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Scale, 2 inches equal I mile
BE IT KNOWN Thal•the undersigned hereby makes application for permit to appropriate the public
waters of the Stale of,Idaho as herein set forth.
(Applicant)

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 25 of 237
3-22-1974
Received bye Date�'/��/.'� Time
Preliminary check bye Fee S
t ��5^c
Receipled bylr, Dater!_12 �,5�
Publication prepared by ' Date ''• "��
Published in
Publication dates r
r Publication approved L� Date ,
Priority reduced to Reason
rf Protests filed by:
Copies of protests forwarded by
Hearing held by Date
( Recommended for approval denial byi�PG..M_
f , ACTION OF THE DIRECTOR, DEPARTMENT OF WATER ADMINISTRATION
This is to certify that) have examined Application for Permil to appropriate the public waters of the State of
Idaho No. 25-7047 , and said application is hereby_.APP$QY M .
1. Approval of said application is subject to the following limitations and conditions:
a. SUBJECT TO ALL PRIOR WATER RIGHTS.
b. Proof of construction of works and application of water to beneficial use shall be submitted on or
before Ap_iI I , 19 -71)
c. Other;_g_meAS,,ring_dosrJrPoIF Axype_npprou�d-by_-this-Zopaum"c nha-l-"c—
_permanently fnctalled anrt mai nPalryed_1c r`o�j,bg_dj,t arting_work-& -
2. Denial of said application is for the following reasons:
f ,
1 �
1�I Witness my hand this 12 day of ApCil 19 714 .
l Y
� A
�Iwf 14' \

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 26 of 237
WELI�`4- 7�
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 27 of 237
Tj
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 28 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 29 of 237
1331 Ob!ZM34 14:Od lntlOYYqu" 1•ALLb WA I LN UU F'AbE 01
JUI-03
Ap►-03
- Jan-03
-- — Oct-02
Jul-02
Apr-02
Jan-02 "
Od.01 !
Ju1.01 C
-..._ Apr•Ot V
Jan-01
- Oct-00 ,
- may-Do V
3 Feb•00 ?.
� y
� •- Nov99 y � ,
Q - May.99 .
0 - Feb-99 M
- -- Aug-96 {4 j `I
- _ M•y96 q
N - -- Feb-96
Nov-97 S r
LL — Aug-97
—. May-97 3
Fab-97
Nov-96
- Aug•96 C
f _ May 98
Feb-96
-- — Nov95
Aug.95
V
May-95
--- -. ff
Mu-95 p 'Ile
De691 {`�. 3
g JaieM O el 4000

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 30 of 237
WELL#5 DATA

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 31 of 237
Form 238-7 1 STATE OF IDAHO USE-TYYE.WRITER OR
1^s DEPARTMENT OF WATER RESOURCES ! }'1 l ;,'\I3A!- P(1'INT PEN
WELL DRILLER'S REPORT
State law requires that this report be filed with the Director,Department of Water Ral" j
within 30 days after the completion or abandonment of the well.
1. WELL OWNER 7. WATER LEVEL �9ternBistrictct;i:e
Name Falls Water Co. (Wayne Wilcox) Static water level 92 feet below land surface.
Flowing? ❑Yes M No G.P.M.flow
Address 405 11th Street Idaho Falls Idaho Artesian closed-in pressure p.s.i.
Controlled by: ❑ Valve ❑Cap ❑Plug
Owner's Permit No. ZS" 71 Temperature —OF. Quality
2. TURE OF K 8. WELL TEST DATA
i9 New well ❑ Deepened ❑ Replacement ❑ Pump ❑ Bailer ❑ Air ❑ Other
❑ Abandoned(describe method of abandoning)
Discharge G.P.M. Pumping Level Hours Pumped
3. PROPOSED USE
❑ Domestic ❑ Irrigation ❑ Test R Municipal 9. LITHOLOGIC LOG
❑ Industrial ❑ Stock ❑Waste Disposal or Injection
❑ Other (specify type) Hole De th Water
Diam. From I To Material Yes No
Clay and gravel
4. METHOD DRILLED 20 10 142 1 Large gravel and sand x
❑ Rotary ❑ Air ❑ Hydraulic ❑ Reverse rotary 20 42 1 45 1 Brown Clay x
® Cable ❑ Dug ❑ Other 20 45 51 Med. Gravel and clay x
20 51 154 1 Gray Broken Basalt x
20 54 59 1 Solid Gra Basalt x
5.WELL CONSTRUCTION 20 59 93 1 Broken Gray Basalt x
Casing schedule: ® Steel ❑ Concrete ❑Other 20 93 1321 Med. Pea Gravel
20 132 214 1 Brown Clay & SK. Gravel
Thickness Diameter From To 20 144 1561 So ' t
.2 0 inches 20 inches + 1 feet feet 156 1611 Broken Brown
.250 inches 16 inches 1 feet 152 feet 6-3 1661 Solid Brown B
inches inches feet feet 66 171 Broken
inches inches feet feet
Was casing drive shoe used? B Yes ❑ No 2b6
Was a packer or seal used? ❑ Yes E No 10t
Perforated? ❑ Yes fail No 181 201 Solid QW Elamalt
How perforated? ❑ Factory ❑ Knife ❑ Torch 2b201 214 Broken Brown Basalt
Size of perforation inches by inches tO 2U 227 Clay & Cinders
Number From To 2 227 2A2 Broken Brown Basalt
perforations feet feet 2 251 (bray Basalt x
perforations feet feet 2 1 268 Broken Brown Bas t & Clay x
perforations feet feet 268 2 QrAv Solid B s t x
Well screen installed? ❑ Yes 10 No 271 2 6 Broken B s t
Manufacturer's name 276 281 &ay SolidBasalt
Type Model No. 281 t
Diameter—Slot size Set from feet to feet
Diameter_Slot size —Set from feet to feet
Gravel packed? ❑ Yes 9 No ❑Size of gravel
Placed from feet to feet
Surface seal dept �aterial used in seal: 99 Cement grout
Bentonite ® Puddling clay ❑ Well cuttings
Sealing procedure used: ❑Slurry pit ❑ Temp.surface casing
® Overbore to seal depth
Method of joining casing: ❑Threaded IN Welded ❑ Solvent F
Weld
❑ Cemented between strata
Describe access port `1'O.r'�^^' @' +3ter Resource
ork started !D tdd9VelerrR
6. LOCATION OF WELL 11, DRILLERS CERTIFICATTb11P""""^• ' - -
ketch map location must agree with written location. I/We certify that all minimum well construction standards were
N complied with at the time the rig was removed.
r _3 Subdivision Name
--:-- Firm Name Andrew Well Drillingirm No. 5
on r.
• E Address 1268 East 17th Street Date 6-20-79
Lot No. Block No. Idaho Falls, o 83
Signed by(Firm Official
S
County pe yt-".,� /X, and
NG✓ ,S' (Operator)�J�ie.P,4��
Sec.-&.__,T. _a7—NX R_?4 EAIC
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 32 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 33 of 237
ESTIMATE AND ORDER FORM
A��KULTURAL SE�--ICES INC.
ROMPS AND IRR10Ai0W,1G1J1FM1Wt
PwdNE 78611717 .IRACKROOV, IdAHO 9021b•l—i W 0.Box 027
CUSTOWR I : d+ _ � .� --• pia i�� ' �.. DATE �,•, .� r• I9
ADDRESS -*AJ PHONE
OuANTI•TY I T E 11 1
� � I
Let ,r.
d r'' 0.
OL
1 !.
• .•s ll '1' n S:
•ti• t •i` I� .r,.
TER1 9.••iCl�fif DQM�!N;- iOALAN.0 = i. ,PAfIA6 FOLi'O"' {AS1l1pI VIDUALfi8M&-jo!"b]EWVERI
II`oil r,le' o,tnetp :,the,equipment and-rpck or,other clrc metances,a .enoounlared wbbh•' orsaae`oal�I�the Ia dltlonelI costs Wllb be'added
Ihe•balance 4ue ,.co paid by pulcheser:: All''meroh ndlas solda ' eurj"d Is sub(ebt.ta tleli��pril (p�.Qt'�}�bpMe eaihe hOm•Belle
repel sources 61-;Qt#01y and at'Seller's,�present'coats. In even) oil reahbs In sill a 'bT any Ite�rl, the p•lotl 01 that Item Whereln quota)
,atuuoF• poA�WY utareaend. :.:;; :. .:.:._w_.,. ,r I ,.
I ,,:,J Ify 'thg, op4rty purchased,putluenl`• ereto wll be wedir�a{ly for gi!nlna,4�ten romtur np, prOceaelf� or 1erMilrjp byrppaee.r
1 II r�,'I
all
111jV�;;rl}ld' to 11b6U�ittenl In Its sntlrely�).Its'"leslved �I true, slpnec� copy-of If; enq l pdnllrm fh41 this,lea Iprm.offer on my part to pyrohae
l{flh� wt�gMMlh}leon. If Ih�s olNr w im49Ptld by eller by,414}1nolts;slpnaturoher4on,a�f,ge)Iv0!.m a� r•f iy pert of the Iteml;,oroiher
rigill,Pr ao bound btl eit0'yhderelpr4',0l:o► the sbpvo'alihmiF.*�jl;lhs:GWIAL TI:NMS.AW CON TIONS contained oh•'IhM tove ,.
0.
••yi �e��•t 112I"III 1 �i •'� I '.1' ,t '
Q 7 ' AORI T li SERJV 8, INC. PurchaS ° I
C, +"s ' t y K ��•`: I _I .Y' .1 .`r•' l
L� .fi� 4 ,., iF T 1. a •!• .i ..:I .i •h" Cf.: ..r
Puroheer
+1, � al 6,Y. 1 «d. tl r t: ''. Icy r4ll i., ...l..i• a ,i.�yi:4 t FI �. a• . !! .r I I't
�:� ..s i.,.{I r •o i ri ! 1. •v;, .t II
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R'o.... ..- .-. . .._.. ... _ l �t1e.r�'�e� I .I-,• J.�,. II• -Tr
.a. 7N:•v� ,.. ,.,.,� . F

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 34 of 237
JALU WATER CO.—.��
405 11 th Street
IDAHO (AILS, IDAHO 83401
Telephone [phone]
6 — ac)-7y
One deep well turbine pump complete designed for 760 GPM at 325 feet
75 HP 1760 RPM
175 feet of 8' z 11 hater lube oolunm assembly, 4 stage
12' bowl assembly and cone strainer R/ 20 feet of pipe.
175 feet of 1/4"' gale air line with fittings- and guage

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 35 of 237
FALLJ WATER Col
09/08/88
405 11Ih Street
IDAHO FALLS, IDAHO 83401
Telephone [phone]
COST—FOR—PRODUCTION OF WATER BY WELL SITE
THE COST TO PUMP ONE THOUSAND GALLONS OF
WATER BASED - UPON POWER, RATE OF 6 . 3 CENTS
PER KhJH AND NO DEMAND CONSIDERED .
WELL 21 9 . 52 CENTS PER TIIOUSAIID r-ALLONS
WELLS 294 8 . 05 CENTS PER THOUSAND GALLONS
WELL 115 9 . 74 CENTS PEE' THOUSAND GALLONS
POKIER CONSUMPTION PER THOUSAND GALLONS
WELL 01 1 . 35 KVIH PER THOUSAND GALLONS
WELLS 2 E 4 1 . 28 KWH PER THOUSAND GALLONS ,
WELL 05 1 . 39 K1.111 PER THOUSAND GALLONS
DEMAND CHARGES PER MONTH IF A11Y WATER, IS PUMPED :
WELL 01 $ 959 . 69 PER MONTH IF USED
WELLS 2 6 4 S2 , 070 . 44 PER MONTH IF USED
WELL 05 S 992 . 27 PER MONTH IF USED

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 36 of 237
• i
405 11 th Street
IDAHO FAIL, IDAHO 83401
Telephone rZOB)322-2525
+! - ,• i
INITIAL TEST RESULTS
4.
I" 'r L00 Victot F Hanks SUM .
Capacity. 610 O.p.M, (b 1521 6'n
Static Level: - 92 feet
))raw*; Down 60! 6"
Datev June 18, 1979 ,
6 .. _ . ,. •a .. it
1. i

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 37 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
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FLS-W-24-02 IPUC DR 16 Attachment 2
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 40 of 237
s
State of Idaho J
Department of Water Resources MAR g 1990
Department of Water Resources
WATER RIGHT LICENSE
WATER RIGHT NO. 25-07148 Eastern District Office
Priority: March 13, 1978 Maximum Diversion Rate: 1.89 CFS
Maximum Diversion Volume:l 145.9 AF
This is to certify, that FALLS WATER CO. INC.
405 11TH ST.
IDAHO FALLS, ID 63401 has complied with the terms and conditions
of the permit, issued pursuant to Application for Permit dated March 13, 19781 and
has submitted Proof of Beneficial Use on February 7, 1983. An examination indicates
that the works have a diversion capacity of 1.890 cfs of water from a GROUNDWATER
source, and a water right has been established as follows:
BENEFICIAL. USE PERIOD OF USE RATE OF DIVERSION ANNUAL VOLUME
DOMESTIC 01/01 to 12/31 1.89 CFS 145.9 AF
LOCATION OF POINTS) OF DIVERSION: NWSW Sec. 11, Township 02N, Range 38E
BONNEVILLE County
PLACE OF USE: DOMESTIC
TM RGE SEC
02N 38E 11 NESW NWSW SWSW
14 SWNE NENW NWNW
SWNW NESW NWSw
SWSW SESW NESE
NWSE SWSE SESE
15 NESE NWSE SESE
22 NENE MgNE SWNE
23 NWNE NWNW SWNW
NWSW
CONDITIONS/REMARRS:
1. The maximum diversion volume is defined as the maximum allowable
volume of water that may be diverted annually from the source
under this right. The use of water confirmed by this right is
limited to the amount which can actually be beneficially used.
The maximum diversion volume may be adjusted to more accurately
describe the beneficial use or to implement accepted standards
of diversion and use efficiency.
2. This water right is appurtenant to the described place of use.
3. This right is subject to all prior water rights and may be
forfeited by five years of non-use.
4. Modifications to or variance from this license must be made
within the limits of Section 42-222, Idaho Code, or the
applicable Idaho law.
5. Domestic use is for 118 homes.

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 41 of 237
' PAGE 2 State of Idaho
Department of Water Resource:
WATER RIGHT LICENSE
WATER RIGHT NO. 25-07146
This license is issued pursuant to the provisions of Section 42-219, Idaho C .
Witness the seal and signature of the Director, affixed at Boise, this �2
day of -�� «-�� 19�.
Acting for . Ker Higg nson, Di tor
c
6
V

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 42 of 237
ellt� IdentHlcelion No. -} 1
Application No. 15 I 1 fi 8
V
MAY 4 1915 STATE OF IDAHO
Department of I;afar Resources DEPARTMENT OF WATER RESOURCES
EesteinDistrict0111ce APPLICATION FOR PERMIT
ARPfz4VED
To Appropriate the Public Waters of the Slate of Idaho
(TYPE OR PRINT IN INK)
I. Name of applicant Falls Water Company, Inc. (2081 522-1300
Post office address 405 11 th Street, Idaho Falls, Idaho 83401
2. Source of water supply ground water which is a iribufaiy of
3. a. location of point of diversion is NW y. of SW A of Section 11 2N
_Township
Range 38E g.M, Bonneville County;additional points of diversion if any;
b. If water is not consumed, it will be discharged into
at a point in V.
of 'A of Section Township Range D.M,
4. Water used for the following purposes:
�9 AmoA 2 36 domestic
or purpose from-, Jan. 1 Dec. 31
u•..... o.r.w��int to--_.•-----(both dates inclusive)
Amount for purpose from
W.a„•,r t.a p.•.ft,,,,,�) to fboth dates inclusive)
Amount for purpose from to_at «•-t--•� , (both dates inclusive)
5. Total quantity to be appropriated:
6. 2.36 cubic feet per second and/or
b. acre fear per annum.
6. Proposed diverting works:
a. Description of ditches, flumes, pumps, headgales, etc, wel l, 75 Hp pump and water system
b Height of storage dam feet, active reservoir capacity acre feet; total reservoir
capacity acre feet, materials used in storage dam:
Period of year during which storage will occur
to inclusive.
c. Proposed well diameter is 16 ab p•p o.n
inches; proposed depth of well is 300 feel..
7. a. time 5 required for the completion of the works and application of the wafer to the proposed beneficial use
is years.
b. Estimated construction cost is E 30,000.00
8. Description of proposed uses:
a. It water is not for irrigation:
(1) Give the place of use of water: Nis of 5W y. of Section--il Township 2N
Range__ O _._._B.M.
(2) Amount of power to be generated;. hp under _•. -feet of head
(3) List number of each kind of livestock to be watered
(4) Name of municipality to be served. _ _ _ _ _ or number of Iam,hes to be
supplied with domestic water 118
15) If water is to be used for other purposes describe:

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 43 of 237
b. If water is for irrigation, indicate acreage in each subdivision in the tabulation below:
MV
RANG11 sic. "WV4 1W. 111%
N64* NW, JW'*4 J19%9 Nlk. Nwk,. sw% Stio� • TOTALS
NWW %W;1. Sl v.
--- -------------------
Total number of acres to be irrigated--
c. Describe any other water rights used For the same purposes as described above.
Four other wells: located in NEUSW-4, SwhSA, Sec. 14, SEkSE4, Sec. 15, T. 2N, R. 38-
B.M, claimed under a use- right and one located in NEhSWh, Sec. 14, T. 2N, R. 38E
underpermit
9. a. Who owns the properly at the point of diversion- Idaho Land Developers, Inc.
b. Who owns the land to be irrigated or place of use Private Individuals
C. If the property Is owned by a person other than the applicant, describe the arrangement enabling the
applicant lo,make this filing IPUC Certificate of Convenience and Necessity to
Supply domestic water supply and fire protection
10. Remarks Water will be used for fire DrSjtejQ�,n4.t_l----
garden irrigation. This well will be used 4VP-AInL...-.-- -
—tqjYRP!�Mnt—LO—Ur-0"4Lrj__e.x i s,ti
wells comprised of 1 .- 150 Hp, I - 4LH.p I _ 20 L, hLiotn
on pumps that furnish water to 900 residences not claim on this permit.

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 44 of 237
1p
11. Map of proposed project: show clearly the proposed point of diversion, place of use, section number, township
and range number.
Ric 3 sE-
I I I 1 I I I I
--1--- -- �--- --1--- I ---+--- ---1--
I I I I I I I I
I I I• I I I I I
I I
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Scale: 2 lrtches equal I mile
BE IT KNOWN that the undersigned hereby makes aplilicaiion for permit to appropriate the public
waters of the Stoic of Idaho as herein set forth. F,4 NG
6 (Applicant)
t,

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 45 of 237
Proposed Prlority.3/ 3L78 // ,,
Received by Oaf Date��2�'�� Time�U
Preliminary check by. fee S O ,'7
Receipled bvi,�I e- Date /i --2d
Publication prepargd by_LLJ_Dale i-/
Published
Publ,caliondales�,�,�1..��.,/���i]]d
Publication approved fir_Date.Sl�1�sG�,._T.J-./�!7 y_
r•
Priority reduced to_ _Reason
Protests filed by:
Copies of protests forwarded by
Hearing held by Dale
Recommended for ap rova denial I�qG}�
ACTION OF THE DIRECTOR,DEPARTMENT OF WATER RESOURCES
This is to certify that I have enamined'Applicalion for Permit to appropriate the public waters of the Slate of
Idaho No. 25-7148 , and sai.:1 application is hereby APPROVED
1. Approval of said application is subject to the following limitations and conditions:
a. SUBJECT TO All PRIOR WATER RIGHTS.
b. Proof of consuuclion of works and application of water to beneficial use shall be submitted on or
before Agri 1_1 , 19 83
c. Othcr: For licensing—nurposee a scientific measurement of the diversion rate
of the system as it is normal operated shall be provided by either properly
installing an approved type of measuring device or by having a professional
engineer certify the rate of diversion to the Department prior to submitting
proof of beneficial_use of water.
The issuance of this permit in no way grants any right-of-way or
easement across the land of another.
�� T
Witness my hand this st!// day of _April lq 78
r
Administrator

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 46 of 237
WELL#6 DATA

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 47 of 237
F.�n 2�8-7 STATE OF IDAHO USE TYPEWRITER OR
9' DEPARTMENT OF WATER RESOURCES BALLPOINT PEN
WELL DRILLER'S REPORT
State law requires that this report be filed with the Director,Department of Water Resources
within 30 days after the completion or abandonment of the well.
1, WELLOWNER FallsWater Co., Inc. 7- WATER LEVEL
Name Wayne Wilcox Static water level 56 feet below land surface.
405 11th Street Flowing? ❑Yes M No G.P.M.flow
Address Idaho Falls, Id 83401 Artesian closed-in pressure p.s.i.
C Controlled by: ❑Valve ❑ Cap (7 Plug
Owner's Permit No. 25-87—$-OC4-000 Temperature OF. Quality Cood
Describe arresian or temperature zones below.
2.NATURE OF WORK to �,as•O /8 8. WELL TEST DATA
X7 New well ❑ Deepened ❑ Replacement ❑ Pump ❑ Bailer ❑ Air ❑ Other
❑ Abandoned(describe abandonment procedures such as
materials,plug depths,etc.in lithologic log) Discharge G.P.M. Pumping Level Hours Pumped
3. PROPOSED USE
❑ Domestic ❑ Irrigation ❑ Test It Municipal 9. LITHOLOGIC LOG U (1 Cj
❑ Industrial ❑ Stock ❑Waste Disposal or Injection
❑ Other (specifytype) Bore Depth Water
y Diam, From To Material Yes No
24 U 4 Top Soil X
4. METHOD DRILLED 10 Gravel & LXU clay X
d Rotary ❑ Air ❑ Hydraulic ❑ Reverse rotary 10 0 0 Izr e vel & clay
$1 Cable El Dug Q
Other 4C Lar e era,,el & sand X
6U 70 r n n X
0 77n t
5. WELL CONSTRUCTION 77 80 3asalt boulders & clay X
Casing schedule: IN Steel ❑ Concrete ❑Other 3esalt broken & clay X
2 Basalt fractures Thickness Diameter From To k2U892 Course sand & broken rock X
.25C inches 24 inches + 1 feet 9Uz feet•250 inches 20 inches l feet 122.9feei9 997 lU8 Basalt hard ra X
Basalt firm -ra X
inches inches feet feet1U8 1 6 Basalt hard fractured ra X
inches inches feet feet136 144 Cinders blacksand red X
Was casing drive shoe used? (M Yes ❑ No 1 1 U C'nd r Dine sand re
Was a packer or seal used? El Yes IZ No
Perforated? ❑ Yes ® No
How perforated? ❑ Factory Cl Knife ❑ Torch
Size of perforation inches by inches
Numb-r From To
perforations feet feet
perforations feet feet
_ perforations feet feet
Well screen installed? ❑ Yes M No
Manufacturer's name
Type Model No. n:
Diameter_Slot size_Set from feet to feet
Diameter Slot size_Set from feet to feet
Gravel packed? ❑ Yes )EI No ❑ Size of gravel souK41
Placed from feet to feet
i"
Surface seal depth U+ Material used in seal: IX Cement grout t
V Bentonite ❑ Puddlingclay ❑
Sealing procedure used: ❑ 7 Slurry pit � Temp,surface casing
)V Overbore to seal depth
Method of joining casing: ❑ Threaded X3 Welded ❑Solvent
Weld
❑ Cemented between strata
Describe access port Well Cap _�_ 12_
Work started 88 finished 3/1/89
6. LOCATION OF WELL 11..DRILLERS CERTIFICATION
Sketch map location must agree with written location. I./We certify that all minimum well construction Vangat s were
N complied with at the time the rig was removed.
r r Subdivision Name -
i-- Fir rilNameAndrew Well Drillin Firm No. 5
W r E o
' Addr$ 126E E. 17th Street Date 3/2C/89
r .
--�-- "'"+-' Lot No. Block No, Idaho Falls, Idaho 831y0Lr„
'Signed by(Firm Official)
S
�.. l'
and
County o neville
�•.'. (Operator)
INE y, SW %,Sec. 14 ,T. 2 &,R3 E/9L.
USE ADDITIONAL SHEETS IF NECESSARY -FORWARD THE WHITE COPY TO THE DEPARTMENT

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 48 of 237
ANDREW WELL DRILLING
CONTRACTORS 1s
1268 EAST 17TH STREET
IDAHO FALLS. IDAHO
i
PHONE [phone]
Date March 21, 1989 1
Statement Wayne Wilcox
Well and/or Pump RROEM for:
Kw
Name Falls Water Co. Inc.
Address 405 llth Street
Idaho Falls, Idaho 83401
Location
1501 Drilling Municipal Well 10,500.00
911 Casing 24" Steel 2,730.00
1231 Casing 2011 Steel 2,952 00
1 2011 Steel 190 00
I Shoe 2411 Steel 640 00
4 Yrds Cement Grout 90 00
8 Hrs }I ' C Pump Test _ 1,320.00
Hrs XX Additional Pumping 260.00
Submersible Cable
Drop Pipe
Well Seal
Pittless Adaptor
Valves & Fittings
Electrical Materials
Pump Installation
State Tax
1 0
Total 19 327 10
Signature

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 49 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 50 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 51 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 52 of 237
STANDARD FORM DRILLING CONTRACT -pM•
THIS Afiltri-MENT. Made And rnlercd info this .23 dny of ....3 0PLk _ .. 19 between Howard E. Andrew and
Vert J. Andrew dba ANDI1F 1�V LIi)DRILLING C'ONTRA("1'OfiR of Idaho Falls, Idaho, herrionfler called the DRILLING CON-
TRA("TORS, and ... axis WAf er GO.
' 405. 110. 8t --
of--_. ___.._- ..Idaho..Falls, .1d-83404_—._ ,hereinafter called the PURCHASER.
WITNRSRETII: That the Drilling Cootrncfor agrees, for And in conviderAlinn of the terms and agreements herein contained,and for
the price herein Haled fnr the work mlecifird. to drill n hole beginning with a__inch holy and continuing such size unless formations
are encountered which would necensilntr reelurlion of some. Drilling Conlraclnr having right to make reduclions as he finds it necessary
to do on. If necessary to reduce size of hole, prier will he adjuAled aA fnllowle:
neduclinom nnticipAlyd to he ns follows: ._. --.—_--
_ ']'too hole to ba drilled is on properly belonging to Ihlrelum—r, and drneribed as follows, (%•wit:
— ------- ---------- —AS—Per estimate
The Drilling Contractor agrees to drill the hole and the Purchaser agreen to pay same at the rate of E_—(per hDur) (per font) (not)
(including caning). (Strike out terms which do not npply.) All other work shall he paid at the fallowing roles:
Perforating E per hour, Developing E —per hr/ur.Tent pump E per hour, Mnlnr Power E per hour.
Other items
Drill rate does not include caning or other materials unlrAs otherwi,e spreified herein and all such materials shall he paid by the Purchaser
in addition to the charges herein set forth. Drill rate per foot dory not include limn spent by Drilling Contractor for well development,deal-
ing,or unforpeen evenlualiliea. All casing and materials will he Fpecified by,l}le Drilling Contractor.
The pump In be used on the hole herein glrcifird shall be lypc, 1'urolne and size
Special specifications are as follows:
All drilling and All labor performed Ali 11 be suhjerl to the rnllowing covenants and agreements:
A. There shall he. a minimum charge of E_—NO[le -- necessitated by the coat of moving And setting up Drilling Cnnlractnr'r
equipment.
I3. Drilling Confrnelor agrees to keep an accurate log of all formations and water levels, and perform all work in a grand and
workmanlike mamler, hole to be serviceably straight• but does not under any circumstances represent or goarantre a flowing well or thin(
he will strike water nl nil. The Drilling CorUraclor does not wnrranf any quanlily or quality of water. All operations are at the risk of
the Purchaser and failure to strike water shalt in no way relrnse Purchaser from payment of the full contract price.
C. All charges shall he clue and payable when the hole in finished or when the machine leaves the job,whichever is first in (imp.
1). Purchaser Agrees that overdue payyments shall draw interest at the rate of eight per cent per annum unt;1 paid and that if
suit he commenced or other legal proceedings h, taken to enforce the payment of any amount due or any other provision of thin agree-
ment that he will pay a reasonable allnrney's fee. And Ilse costs of any such proceeding.
E. No provision herein contained shall be conAtrued as An election of any remedy which the Drilling Contractor might have
at law or equity,and time and the terms, covenants and conditions are hereby made the essence of this agreement.
F. If Purchaser does not pay the agreed price for said hole in the manner herein provided as follows.-
Cash on completion
the Drilling Contractor shall at any time niter ten (10) (lave of Purchaser's default in payment as herein provided have the right and
permission to go upon the premises without guilt of trespass and reclaim and recover any materials installed by Drilling Contractor in
the hole, including caning. It is specifically agreed That casing placed in hole by Drilling Contractor shall he deemed personal property
unattached to the really until fully paid for as provided herein.
G. Purchaser hereby grants to Drilling Contractor the right of ingress and egress upon any of Purchaser's land necessary or
convenient to reach the Rite of the Well and In carry out the provisions of thin agreement.
Il It. The Purchaser taken full reaponnihilily fnr selecting the site of the well, and
ed' any stalemenls made by tho Drilling Conlrac-
for are suggestions only and shall not he construnA representalions aA to where the well should be drilled.
1. Purchaser represents that he in the legal and record owner of the property upon which the well is to be drilled,or (hat he
holds equitable title under the following facts:
J. Thr.Drilling Contractor agrees that Idle Purchaser will not he responsible in case of accident or injury to persona or employees
in conneclion with the drilling operation%.
K. The Drilling Conlrarfor shall cnol he responsible for dmmnges or <Ielnyn caused by fire• parlbqunkes, war• strikes, material
shortage or Ihefl, or other causes beyond flip control of Ihr Drilling Conlrnelor.
L. The Drilling Contractor further agree% to comply with the standarda net up by the Idnhn ]drillers Association, Inc., and it is
mutually agreed that the inspection provision at the commencement of this contract is hereby made a part hereof.
IN WITNFSS WH RREOF, The particle have hereunto net. their hands at —.this—]�.____ day of_5.e.pt ..7, i g
ANDREW WELL DRILLING
Dr' ling Confinclor
—Witnesses-—_� ------ Purchaser
NINI NI�fNNNININ�NINNNNN�pNNN.Ip'e�
rutaf
9 0
Simnntoro

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 53 of 237
ANDREW WELL DRILLING
CONTRACTORS
1268 EAST 17TH STREET t
IDAHO FALLS, IDAHO
1
PHONE [phone] 1
Dare May 6, 1987 _
7R�¢Jlx]Q4�CC
Well and/or Pump EsliMate for:
Name _ a e ilcox
Address Falls Water uo. a
Iaaho Yal.Lsf Idaho
Location
1 U, Drilling 491 ® •UO
10 UU u0
Casing t1
@ 30.00
Casing 20r1 II' needed 24 '{
24 tr aft
Shoe 2011 Ir needed p 64.. . ()0.,
Cement Grout State seal Possib.Le " 011 Cas' & Ce ent
:.,
8 Hour Test `T%
6:
Tank
Submersible Cable iq
Drop Pipe 2
Well Seal
Pittless Adaptor
Valves&Fittings o. �.�
Electrical Materials "
f.:
Pump Installation
r
State Tax
Total
d5 79450

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 54 of 237
i
i
f
y ANDREW WELL DRILLING
p CONTRACTORS
1268 EAST 17TH STREET
IDAHO FALLS. IDAHO j
i
PHONE [phone] i
Date May 6. 198E _ AWX
Well and/or Pump Estimate for:
Name — 64
Address Falls Water uo
daho falls, Idaho
Location
l Ur Drilling 2 11@ 70.UO 10,500 t0
I '7 1 Casing 2 11 ® •0.00
;e.250.00
CI Casing 2U11 If, needed 00
2411 64U 00
Shoe 20t1 II needed 0
UCement Grout State seal ossible '011 Casing & Ce ent Soo 0
Alum
8 Hour
L Tank
(� Submersible Cable
Drop Pipe
Well Seal
Pittless Adaptor
Valves & Fittings
Electrical Materials
I
Pump Installation
---------------
� C
li «
State Tax
Total 79 4 50
Signature

FLS-W-24-02 IPUC DR 16 Attachment 2
r Page 55 of 237
NOV 24 1987 2$ i41F
Form 202
6/66 STATE OF IDAHOepartment of Water Resources 1derf No,
DEPARTMENT OF WATER RESWIDAtW9 Office
APPLICATION FOR PERMIT - oipp" O��
To appropriate the public waters of the State of Idaho ,
O
1. Name of applicant Fal Is Water Company Inc. Phone [phone]
Post office address 405 11th Street, Idaho Falls, ID 83401
2. Source of water supply groundwater
Well St6) which is a tributary of
3. Location of point of diversion is ya Of NE ,/4 Uf SW
'/., Govt. Lot
Sec. .1.4 Township 2•N Range 38E t3 M Bonnev i l l e
County; additional
points of diversion if any: (Well #1) SWSW, (Well #2 & #4) NESW, Sec. 14, (We]1 #5) NIJSW,
Sec. 11 , all in T. 2N, R. 38E, B.M. _
4. Water will be used for the following purposes:
Amount 1 .00 c€6r Irrigation purposes from - 4/1 to 11/1
(both dates inclusive)
Amount 1 .00 c f& Domestic 1/1 to 12/31
(cfs purposes from (both dates inclusive)
Amount purposes from
for to Ida or acre-foot per Onnum) (both dates inclusive)
Amount for purposes from
(cfs or acre-foot per annum) t0 (both dates inclusive)
5. Total quantity to be appropriated is.(a) 1 .00 and/or(b)
cubic feet per second acre feet per annum
6. Proposed diverting works:
a. Description of ditches, flumes, pumps, headgates, etc. we 1 , 40 hp pump, mainI ine to water system
serving 1500 homes.
b. Height of storage dam feet; active reservoir capacity acre-feet; total
reservoir capacity acre-feet; period of year when water will be diverted to storage: ,
to inclusive.
c. Proposed well diameter is 24 inches; proposed depth of well is 150
feet.
d. Is ground water with a temperature of greater than 90OF being sought?
7. Time required for the completion of the works and application of the water to the proposed beneficial use is
2
years(minimum I year).

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 56 of 237
B. Description of proposed uses(if irrigation only, go to item 9):
a. Hydropower; show total feel of head and proposed capacity in KW.
b Stockwatering; list number and kind of livestock.
c. Municipal; show name of municipality.
d. Domestic; show number of households. 500 (dome st i r u ea j S a 1 to lama a s i rr i na f i on a se
e. Other; describe fully.
9. Description of place of use:
a. If water is for irrigation, indicate acreage in each subdivision in the tabulation below,
b. If water is used for other purposes, place a symbol of the use(example; D for Domestic) in the corres-
ponding place of use below. See instructions for standard symbols.
NEY. NW'/.
RANGE SEC SW' SE'/.
TWP fNE
/.
TO
' NWIA SWA SE1A NEh NW%. SW'/. SE'/. NE'/. NWA SW'A SEV. NE!. NW/- SWV. SE`/.
2N 38E 1 6 6 27
39
14 9 2 27 27 27 27 27 27 14 212
15
26 10 2 23 61
22 11 6 17
�,. 23 16 5 ?1
AT it ina ion is or resident al ots
Total number of acres to be irrigated
35n
v.
a� .10. Describe any other water rights used for the same purposes as described above.
No. 25-7191 and 25-7148
l 11. a. Who owns the property at the point of diversion? Fall '-later Co.
b. Who owns the land to be irrigated or place of use? Individual Home Owners
e. If the property is owned by a person other than the applicant, describe the arrangement enabling.the
applicant to make this filing. Co. certified by P.U.C.
2«) Remarks: Wells #1 through #5 already licensed or under claim to a water rinht
': "`•"' Size of well is to accommodate future growth demand.
i Irrigation is for residential lots,
Y .
r�Q�%.

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 57 of 237
13. Map of proposed project: show clearly the proposed point of diversion, place of use, section number•
township and range number.
Ors
y �• aM 47 4
QJ
Ir
S wt►L
•»• AC fl0 -_ �Grow
4168
ae
U Trailer S t�
I F
Park
/ ML
\ I
•7 �M 4756
i l ��Llnooln ••••••
Gm 4 ••l
� ,:. iY• o fJ6j
�CAce C¢(ASE ` Doan- or�wt"Rstaia i.
14 �
as � I • . :t � .. • ' �
� a,�ail i�*,i ,���,: �.k�.'.�' _ .•`+- A- '•• a
Ar
I _ 1 r; �I i a •
,. . , Q--ALL
77
11L AL
AAAJON
,f E8- - .. ..
EML01'I
• K I
Ljol
• I _ •• ale •
Inc of 1 L• 1 I j 3� ,cr.w
` 13E IT KNOWN that the undersigned hereby makes application for permit to appropriate the public waters of
V.the State of Idaho as herein set forth.
(Applicant)

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 58 of 237
9/23/87
Received by Date�3= Time _.�_1 U A0 Preliminary check by 1'
o� pp C
Fee S- YS Receipted by l a /�+0l Date 9-� a
--�� a-- ,0..
Publication prepared by _ Date_ r".Y Published in
C
Publication approved Date
fACTION OF THE DIRECTOR, DEPARTMENT OF WATER RESOURCES
This is to certify that I have examined Application for Permit to appropriate the public waters of the State of
Idaho No. 25-7418 APPROVED
and said application is hereby
1. Approval of said application is subject to the following limitations and conditions:
a. SUBJECT TO ALL PRIOR WATER RIGHTS.
b. Proof of construction of works and application of water to beneficial use shall be submitted on or before
December 1 19 89
c. The rate of diversion, if water is to be used for irrigation under this permit, when combined with all other
water rights for the same land shall not exceed 0.02 cubic feet per second for each acre of land.
d. The water right acquired under this permit if for hydropower purposes shall be junior and subordinate to all
rights to the use of water, other than hydropower, within the State of Idaho that are initiated later in time
than the priority of this permit and shall not give rise to any right or claim against any future rights to the
use of water, other than hydropower,within the Stale of Idaho initiated later in time than the priority of this
permit.
e. Other: Permit holder shall commence the excavation or construction of
diverting works within one year of the date this per,nit is issued and shall
proceed diligently until the project is complete.
Permit holder shall comply with the drilling permit requirements
of Section 42-235, Idaho Code.
Prior to the diversion of water under this permit a flow
measurement port or other device as specified by the Department shall be
installed to provide for the installation of measuring equipment and the
determination of the rite of diversion by the Department.
The issuance of this permit in no way grants any right-of-way or
easement across the land of another.
Irrigation use under this permit is authorized only in connection
with a domestic use.
Witness my hand this day of November, 1987.
Director

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 59 of 237
.Form 235-1 � Drilling Permits. .2 S -� j- Z- go-I
6jeZ Water Permit No s _Injection Permit Permit No.
State of Idaho
Department of Water Resources
D R I L L I N G P E R M I T
NOV 24 19t1I
(Authorizing Construction of a Well)* Department of Water kpsourCeg
Eastern District office
1. Applicant FA,►_ AliETz (�o N c
2. Address 405 WIN
IN
.�e�a\•.� �a1\c Zat �`�O t
(vI Well Owner ( ) Well Operator ( ) Other, specify
3. Water right permit no. Injection well permit no.
4. Proposed well location S E 1/4 /VE 1/4 S W 1/4, or Gov't lot No. ,
Sec. 14 , Twp. Z ti Rge. 3 FE , County (3 0,-)"e /, /lc
Lot, block and subdivision L61 35 , �(���� �S rAO%Luc IA,:) ESTATE-S
5. Proposed use of well: (Check all that apply)
(Domestic ( ) Stockwater ( ) Monitoring
(Irrigation ( ) Industrial ( ) Municipal
( ) Injection ( ) Other, Specify
6. welll construction information:
(1, New well ( ) Deepen ( ) Replace
Proposed surface diameter 7-4 Proposed depth t S y
Anticipated bottom hole temperature:
(�850� or less (Cold water well)
( ) 850 F to 212O F (Low temp. geothermal well)
( ) 212OF or more (Geothermal well)
t,2 Nov 1487�
7. Anticipated construction start date ASP.Y Ai NpPLtcPATtoN _oQ TtEr_rn+-r A,>pRc;ut--D
8. Well Driller (if known) v, Wzu \ _J ,J 6,9
Address 12ia8 1­41'- ic IAO" T�
Date 2 3 S p+B7 Applicant's signature
Title
* After other pre-requisite approvals have been obtained.

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 60 of 237
Kpproved ( Denied
The approval of this permit authorizes the construction of a well as described
on this application subject to the conditions on this permit.
GENERAL CONDITIONS:
1. The well must be constructed in compliance with the applicable statutes,
specific conditions of approval shown on the water right permit, injection
n well permit, transfer or amendment and the rules and regulations of the
I Department for water appropriation, injection wells and well construction
standards.
ll 2. This drilling permit is valid for t (2) months from its date of issuance
for the start of construction and is valid for one (1) year from the date
:. of issuance for completion of the well unless an extension has been grant—
ed.
V•�1
3. The permit holder or his representative shall notify the Department ten
(10) days prior to the start of construction unless good cause for later
notification can be shown.
4. The well shall be constructed by a driller currently licensed in the State
of Idaho who must maintain a copy of the drilling permit at the drilling
site.
�I 5. Issuance of this drilling permit does not authorize trespass on the land
I of another party.
6. This permit does not constitute other local, county, state or federal
approvals which may be required for construction of a well.
SPECIFIC CONDITIONS:
L
L
Dated this 6th day of November 19 87
Signed r
14
� TitleC4 )
liT.
Receipted by Fee V U 6 Date �' 7
d Q
s Receipt No. 076 �U Construction start date
I
Construction start extension to
I_
Extension approved by

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 61 of 237
Form 217 For Office Use On I�
6 Fee Received 125
Ogre 9-29-$9
Race i pf I GtAI 2,0
STATE OF IDAHO Receipt by
Reviewed by
OF-OAR114ENT OF WATER RESOURCES Sent to region
PROOF OF BENEFICIAL USE
The Idaho Oaoartment of ''Maroc Resources wlII consider this torn) as a sratanent that rho permit holders) lies
completed all development that will occur under this permit and that rater he, been aw led according to Tie
provlslons of the permit for the beneficial use($) described below. This torn) roust b• accomoanled by a license
exaelnetlon rN or a completed field examinatlon report prepared by a cor-rlfled water rlgnt examiner wno nas been
appointed by The devartment.
Permit No.
Naae(s) of Permit Holder. FALLS WATER COMPANY , INC
Post Office Address: 405 11TH STREET , IDAHO FALLS , IDAHO 83404-4899
Telephone No. 70 522 - 1300
Source of water: r R 0 U H W-1 A T E P
Extent of Use:
Oom"tIc 1 5 0 0 (number of households) Stockwater (number and type Or lTOC�;)
Irrigation 3 5 0 (acres) Other/Rawark
Total rate and/or volume for which proof Is submitted 2 . 0 cfs acre-Omer
Show the dart• water was first diverted and baneflclally used under this permit: J U L Y 1 , 19 3 8
Measuring Device: Required? X yes _NO Fee enclosed S 12 5 . 00
Insta11ed7 y, Yes _No (See License Examination Fee Scheduie)
Flow Measurement Port: ReoulredT _Yes _No
Installed? Yes No
Person to contact to accompany "a Oepartment represeotative during the field examination:
KELLY HOWELL 209-522- 1300
(Name) (Telephone Number)
405 11TH STREET , IDAHO FALLS , ID 93404
(Address)
The above information Is .wry true statement of "a extent to which the above numbered permit hes been developed and
I relinquish any undeveloped portlon of the permit to the state of Idaho.
SEPT . 29 , 1989 VICE-PRES .
Der►• Slgnatur• of Permi Holder (and title. If approprlate)

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 62 of 237
WELL#8 DATA

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 63 of 237
A
69 CJr
J $�W 6 0
6, 4 L
71 4i
ON
l

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 64 of 237
IV 0 K 1 q
' REPORT OF WELL DRILLER
State of Idaho
rAddress
e law requires that this report shall be filed with the State Reclamation
within 30 days after completion or abandonment of the well.
R: ize of drilled hole: N Total
a.
depth of well: e. T tending rater
level below ground: 0 Temp.
IA.,,Uv TA Fahr. ° Teat d ery: h�0 gpm
or cfa Pump? Ec Bair
ermit No. Size of pump and motor used to make test:
F WORK (check) Re lacement well
New well Deepened Abandoned Length of timg,of test: Hrs_o Min_
Water is to be used for: Drawdown: O / It. Artea an pressure: ft.
above land surface Give flow cfa
METHOD OF CONSTRUCTION: Rotary L] Cable L] or gpm. Shutoff roasure:
Dug Other Controlled b Valve f Cap Plug
explain _ No control Does wall leak around casing?
CASING SCHEDULE: Threaded Welded Yee No
"Diam. from ! ft. to SJ_ 7 ft. DEPTH MATERIAL WATER
An "Diam. from t) ft. to ft. FROM TO
YES OR NO
"Diam, from ft. to ft. FEET FEET
"Diam. from ft. to ft.
Thickness of casing: Material: 21 IQ[ Wash C�rflval
Steel © concrete El wood E] other
(explain) - 7 Broken Inver
Va
PERFORATED? Yes ❑ No © Type of s„
perforator used:
110 Cemtlted (5rav
Size of perforations: " by "
„perforations from ft. to ft. h
Pouroua Lava
__perforatione from ft. to ft. 8 2
_perforations from ft. to ft. 132 _D5 Broken Lava
perforations from ft. to ft. l ,
;r&y Lava
WAS SCREEN INSTALLED? Yes No
Manufacturer's name
Type Model No. 160 208 GMap BaAgt 5ol1d
Diam. Slot size Set from ft. to ft 208 211 P
LAVP
Diam. Slot size Set from ft. to ft 211 228 Finn
CONSTRUCTION: Well gravel packed? Yes 228 245 Hard Gray Lava
No. � size of gravel Gravel 'S -?54 Lava
placed from ft. to ft. Surface seal -U- 2
60 Hard GriLy LAVA
provided? Yes ® No L- To what depth?
1�ft. Material used in seal: /p
r—� 285 Lairs
Did an strata contain unusable water? Yes 0 v
No. [ Type of water: 05 319 Green Basalt
Depth of strata ft. Method of 6ealinf 319 22 Broken Brown Lavy, _
strata off: __122 two
Be own LAVA
8 Finn Brown Lava
Surface casing used? Yes LXj No.
Cemented in place? Yes Q No © 8
Bryken
Locate well in section Flam Gr Lava
779 ea Lava av
L.
I I Cemented i -
- By
Work started: Margh 16. 1
I I Work finished:_ MAY S° IgA
I I Well Driller's Statement: This well wen
Sec. drilled under my supervision and this report
I I is true to the best of my knowledge.
I I Name: Andrew Wall nrillina rantrartnra
- - �-- - --a- -
I I Address: 1268 E. 17th St. Idaho Falls
I I Signed by:
License No. S Date:
LOCATION OF WELL: County
K w Sec. T. N/S R. E/W
Use other side for additional remarks
1

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 65 of 237
.M
r
Uay S, 1J:,7
I
:fell +Q;;t
U S I Sugar Company
Lincoln, ICat:o
o .5'P7'«
pM Orlice Draw, :,ovm aPM
1300 11 i" 171 10 07
1350 17 171r. 1314
140;; ,•i 1" In 1460
1450 `dG;" 1W 1604
IWO 119 101 1G7s
1300 30�
1050 41"
1700
11150 bl " 193 224-0
ILCO �.�Y"
1A:0 59 194' 2400
Y JOU
19tjC 66 196 2030
2000 701-" 1�J7 £G4C�
20�0
2100
2150

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 66 of 237
�, 1 S'� REPORT OF WELL DRILLER ^
(f State of Idaho
/• , filed
t h Reclamat on
State law require that t isrport shallor be abandonment ofthewell,te
Engineer within 3 dayscompletion
ize of drilled hole: ,Z_h _ Total
WELL OWNER: depth of well: —J� Standing water
Name level below ground: Temp•
Fahr. . Toot delivery: 00 gpm
Address
or cfe Pump? ❑ Bai
at:
Size of pump and motor used to make to
Owner's Permit No.
NATURE OF MORN (check Re lacemeat welQ Length of time of test:�� ure: ft.
Deepened ❑p Abandoned ft. Artesian press
� New wall ❑ P Drawdown:
above land surface dive flow cfe V
Water is to be used for: Cable or gpm. Shutoff rassure;
METHOD OF CONSTRUCTION: Rotary ❑ Valve ri Cap Plug
Controlled b
Dug ❑ Other No control Does well leak around casing?
explain — —CASIp SCHEDULE: Threaded _ Melded Y°B ❑ No �HATERIAL WATER
DEPTH YES OR NO ;
"Dinm. from / ft. to f�� FROM TO Y
Diem. fro ft to ! ft. FEET FEET
_"Dian. from��ft. to
ft. to �.:•
"Dinm. from Material:
Thickness of caning:
Steel © concrete ❑ wood ❑ other ❑
explain ❑
PERFORATED? Yes No © gyps of
perforator used:
Size of perforations: ft. to ft.
�orforationa from ft. to ft.
_____perforation( from ft. to ft-
_ perforations from ft. to ft.
perforations from ❑ No ❑
WAS SCREEN INSTALLED? Yes
Manufacturer's name Mod-- --
Type Set from ft. to ft
i DU . Slot size ft to ft
Dian. Slot sizs Set from . ElCONST©TION: Well gravel packed? Yes rd
No. size of evil
—_ Gravel ��
placed from ft. to ft. Surface sealflard
provided? Yes ® No ❑- To what depth?
[/6 'ft. Material used in seal:
Did any_ strata contain unusable water? Yes
No. Type of water: _
Depth of strata _ft. Method of sealin
6 strata off: 8
` No.
Surface casing as e d? Yee ❑
rM
Cemented in place? Yee No _
Locate well in section
. 4 -
or arte
Vork finished:
Well Driller's Sta ement: ie well was
I drilled under my supervision and this report
I is true to the best of my Sec knowledge.
• I
I Name:
-a—— Address;
� I
Signed by Data:
License No.
LOCATION OF WELL: County N/S R. E/W
7< _� Sec. T.
Use other side for additional remarks
V v � 1 V E Z--l—

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 67 of 237
t [U UJtlL U R I L L I I I
evafracfori
Pump and Well Drilling Equipment Installed
1360 E. 17th St., Idaho Falls, Idaho
Utah and Idaho S"War Cnnnany.
Static water-. 122 Speed 1650
With No. 1 pump running; nDIy, 123 in No. 2 Well rafter 25 min.
running.
Started No, 2 8130 a.m. Water down to 143
Stopped No. 2 1Ot30 a,m. Water raised to 126
Started No. 2 llt00 a.m. Drawdown to 143
No, 2 11: 30 a.m. Drawdown to 147
No, 2 11146 a.m. Drawdown to 148t
No. 2 12:00 a.m. Drawdown to 150
No, 2 1100 p.m, Drawdown to 1501
No, 2 2100 p.m. Drawdown to 150
No, 2 3:00 P.M. Drawdown to 150
No. 2 4900 P.M. Drawdown to 160
i No. 2 5100 P.M. Drawdown to 150
MOO P.M. Slight increase
In speed 162
7900 p.m, 152
8100 P.M. 162
9t 00 p,m. 152
10100 p,m. 152
11:00 p,m. 152
I - 12100 p.m. 152
It 00 a.m. Sliv;ht increase in
speed 152
2:00 a.m, 162
l 3900 a.m, 152
4t 00 a.m, 152
5: 00 a.m. Speed fluctuation 152J
6:00 a.m. Speed increase 166
Water began to fluduate,
water too near bowl assembly
Water near 2400 GPm
7: 00 Speed 1650 _ water 2200 GPM /7f I-
8:00 162
9:00 1621
Shut down - water flooding
necessitating ©top of final test measuring.
.Augu_et 2 hre.
A*ul%t 3 8 2 Are: oontinuoue run.
PURE DRINKING WATER IS THE ESSENCE Of LIFE,JET US DRILL YOUR WEIL, AND YOU WILL BE SATISFIED.
•,M..J wAY.AI ..�
i ' I iWeltl" Driller is- Statement: This well was
F---i Sec.—t--� 3ri 11 Ad under my Riini rvi ci ran and Chi n ri

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 68 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 69 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 70 of 237
-MyR. AP ;L 'Z'A 070 MR 3 76- '0 y C',FM EdTcD GKAML
FA ip. « lyyo yob
W.47M O6 — 0 9 AROW4
1109-y08' o y0-F W S ,E AvK LF wA7
ATER 0V C / 3d F�
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WIN lb, .s a T T iNe, PvMp
M,CA vMP�Na /a 0
uMPt.p V H s
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S�ISSEML3�ED PuC7P
NuR. ZY 'fti iNsTALL 0 3o fT of PviyV
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 71 of 237
I�
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 72 of 237
WELL#9 DATA

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 73 of 237
.q1A
Form 238-7 IDAHO DEPARTMENT OF WATER RESOURCES `' ) office use only
v Well ID No.
6f02 WELL DRILLER'S REPORT Inspected by:
Andrew Twp Rge Sec_
1/4 1/4 114
1 WELL TAG NO. D 0045655 Lat: Long:
DRILLING PERMIT NO 12 WELL TESTS:
Water Right or Inlectron Well No.
❑Pump ❑Bailer ❑Air [I Flowing Artesian
2 OWNER: Yeild gal/min Drawdown Pumping Level Time
Name Falls Water Company Inc.TEST WELL
Address. 1770 Sabin Drive
City: Idaho Falls State: ID Zip: 83406
Water Temp Bottom hole temp
3 LOCATION OF WELL by legal description. Water Quality test or comments:
You must provide address or Lot.Blk.Sub.Or Directions to well. Depth first water encountered:
Tvvp 2 8 North or ❑South 13 LITHOLOGIC LOG: (Describe repairs or abandonment)
Rge 38 ✓ East or ❑West Bore From To Remarks:Lithology Water Quality&Temperature Y IN
.Sec 10 114 NE 114 SE 114 Dia.
10 Acres 40 Acres 160 Acres 101, 0 1 Soil x
Gov't Lot County Bonneville 1 47 Gravel&sand x
Lat: 43:31.083 Long: 111:57.899 47 88 Basalt firm grey x
Address of Well Site: 2431 Deborah 88 97 Gravel&sand x
City: Idaho Falls 8" 97 122 Gravel&sand x
(Give at least name of Road+Distance to Road or Landmark) 122 140 Basalt firm grey x
Lt. Blk Sub.Name: 140 146 Basalt broken grey x
146 182 Basaltfirm grey x
182 190 Basalt hard grey x
4 USE: 190 195 Cinders x
8 Domestic Q Municipal ❑Monitor ❑irrigation 195 214 Basalt broken x
Thermal ❑Injection ❑Other 214 230 Cinders x
230 242 Basalt broken grey x
5 TYPE OF WORK: (Replacement etc.) 242 247 Basalt firm grey x
El New Well ❑Modify ❑Abandonment ❑Other 247 251 Basalt broken grey x
251 253 Clay brown x
6 DRILL METHOD: 253 255 Basalt broken grey x
[A Air Rotary ❑Cable ❑Mud Rotary ❑Other 6" 255 263 Basalt broken grey x
263 285 Basalt firm grey x
7 SEALING PROCEDURES: 285 298 Basalt broken,clay x
Seal Material From To Weight i Volume Seal Placement Method 298 301 Basalt firm grey x
301 368 Basalt hard green x
368 37o Basalt broken grey x
Was drive shoe used? Yes L No Shoe Depth(S) 47'-122' 370 390 Sand&gravel small x
Was drive shoe Seal tested? ❑Yes ❑No How? 390 396 Gravel,sand x
8 CASINGILMER:
Dia. From To Gauge Material Casing Liner Welded Threaded
1 +2' .250 steel 8 8 ❑�
^ +2' 122 2' 250 steel
6" +2' 272' .250 steel
Length of Headpipe: Length of Tailpipe
Packer❑Yes ❑No Type:
9 PERFORATIONS/SCREENS:PACKER TYPE
Perforation Method:
Screen Type&Method of Installation: o ;
From To Slo(Size Number Diameter Material Casing Liner
❑ ❑ Completed Depth 396' (Measurable)
B ❑❑ Date: Started 2122/07 Completed 3/15/07
10 FILTER PACK: 14 DRILLER'S CERTIFICATION:
Seal Material From To weight/Volume Seal Placement Method IlWe certify that all minimum well construction standards were
complied with at the time the rig was removed.
Company Name An rew Well Drilling Services,Inc.Firm No.5
11 STATIC WATER LEVEL OR ARTESIAN PRESSURE:
105 ft.below ground Artesian Pressure: to Principal Driller Dale: (J
and �/ w
Depth flow encountered: ft Driller or Operator II Date:
Describe access port or control devices: Sanitary Weill Cap Operator I Date. 1/e)�

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 74 of 237
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CASING / v
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SCREEN AND REST ON TOP OF o
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:3 O 2
.d
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/ WELD RING TO 1 D" CASING TO Z
SUPPORT CASING ON TOP OF Z '5 O O a- z
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12" SS SCREEN
z CONNECTION DETAIL
NOT TO SCALE
PRo�ECT NO. L 192
2006 FALLS WATER COMPANY SHEET
DATE APRIL 2006 i Associates WRLL!#9
N0. DESCBIP710N REV.8Y CiCD.BY DALES BY: DRAWtI B`F. /�_ I
P. SCORESHI' T. wNrrE .FALLS WATER COMPANY WELL NO. 9 COMPLETION PLAN l..
REVISIONS TO DRAWINGS CHECKED er: APPRDVED BY, ENGINEERING•PLANNING-LAND SURVEYING "o. of
This eewmmt a any port!hereof In dstdl ar design wneapt b the propertyy of Sohimee h P. SCORESBY P.SCORESBY
AAA lesea and shall not be aop;ed in my tam,without fhe written wmarr:oUon of Schleee HORIZONTAL.SQA F, y�ow�� Idaho Falls 522-1244 Rexburg 3,96-6092
NOT TO SCALE N/A - REV.NO.

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 75 of 237
Pump D. . Sheet - National Pump Company
Company:PumpTech Company,Inc. Customer:Vern Clark&Sons Construction j
e
Name:Barry Cazier Project:Falls Water Co.Well#9 NATIONAL PUMP
Date: 5/31/2008 1.1 COMPANY,LLC
Search Criteria:
Size: H14MC(6 stage) Flow. 3000 US gpm Head: 404 ft
Type: VERT.TURBINE Speed: 1770 rpm Fluid
Synch speed: 1800 rpm Dla: 11.4525 In
Curve: CVH14M4P6CY Impeller: Water Temperature:60°F
SG: 1 Vapor pressure: 0.2563 psi a
Specific Speeds: Ns: 3500 Viscosity. 1.105 cP Atm pressure.- 12.9 psi a
Nss: 11200
NPSHa: —
Dimensions: Suction: UW IY vi
Discharge:;04rr fZ•,,,i MOW. �
- Standard: NEMA Size: 400 hp
Pump l�mlte;,.. i
Enclosure: WP-1 Speed: 1800
Temperature: 180"F Power. — Frame:.48—a fK'f T FIlk
Pressure: 320 psi g Eye area: 39 in' Sizing criteria: Max Power on Design Curve
Sphere size: 0.92 In
Flow: 3000 US gpm 800
11.688 in
Head: 404 ft
Eff- 84% 11'
Power: 365 hp
700'
NPSHr: 19.5 ft 10.688 in P`
t:" :A9n Curvy J^ 73
Sal
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85%®2721 US gpm '
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3000 1770 404 84 365 19.5
2400 1770 496 83 362 11.6
1800 1770 561 75 338 7.05
1200 1770 618 60 300 4.89
Selected from catalog: National Pump Company.60 Vers:60cy0331

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 76 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 83 of 237
WELL #10 DATA

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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 85 of 237
PERFORMANCE CURVE
GOULDS Quote Number: 9001-170821-077:1
WATER TMONCL06V
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USgpm
Driver Size Criteria: Max power on design curve(NOL) Best Efficiency: 88.70%
Speed: 1770 Flow at BEP: 1088.00 USGPM
Impeller Trim: 8.6250 inch Min Flow: 272.00 USGPM
Frequency: 60 Hz Derate Factor: 0.0000
Additional Impeller Trim: 8.625 inch NPSH Required: 17.10 it
Impeller Maximum Trim: 8.6900 inch NPSH Actual: 115,81 ft
Specified Flow: 1250.00 USGPM Shut-Off Head: 451,00 ft
Specified Head: 351.00 ft Fluid Type: Water
Head at Design: 354.00 it Temperature/Speck Gravity: 50°F/1.00
Efficiency at Design: 87.20% Viscosity: 1.2685 cP
Power at Design: 128.00 Hp Allowable Sphere Size: 0.94 inch
Flow on Design Trim at Max Power: 1603 USGPM Thrust K Factor: 7.5000 Ibslft
Max Power on Design Curve: 138.00 Hp Additional Thrust K Factor: 7.5000 Ibs/ft
Run-Out Flow: 0.00 USGPM Max Lateral: 1.00 inch
Run-Out Head: 0 it
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified by
Date of certification
Pump serial number
Project Name
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 86 of 237
Clearwater Clearlvaler Geuscietives.LLP
Ground Water Development and Gtpluralion
Falls Water Well 10 Pumping Test 1250 gpm June 28-30,2017
Elapsed Time In Minutes
0 500 1000 1500 2000 2500 3000 3500
00
10 -
20
30
Pump Adjustment 1200
C to 1250 gpm
o
40 -- - —
50 --
60 — —-------- ------- --- --- - -
Figure 2-1.Plot of drawdown versus time for theyk-24 hour pumping test.
�sDl 'ID44
1818 East 49,h South Idaho Falls,ID 83404 208.589.5555
8

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 87 of 237
COST ESTIMATES

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 88 of 237
Falls Water Company Summary of FY 2019 Improvement Costs
Projects Addressing Existing Deficiencies
Project ID Project Description Estimated
Cost
A-1 Ryan Anderson Development Well $771,700
A-2 Crowley Road from 1st Street to John Adams Pkwy(8" Extension) $319,000
A-3 Lincoln Road from 4743 E to Wood River Road (12" Extension) $70,500
A-4 Replace 6" Pipe in Fall River Road with 8" Pipe $72,900
A-5 Replace 6" Pipe in Edwards Drive with 8" Pipe $183,300
A-6 Harding Lane from Kit Lane to 1st Street(8" Extension) $95,900
A-7 25th East and Iona Road Waterline Extensions $1,233,800
A-8 Ammon Road from Pearce Drive to Greenwillow Drive(12" Extension) $147,800
A-9 Ammon Road from Greenwillow Drive to O'Bryant Street(10" Extension) $187,200
A-10 Replace 6" Pipe in Dixie Street with 10" Pipe $42,600
A-11 Replace 8" Pipe East of Well 2 with 12" Pipe $37,400
A-12 First Street From Robison Drive to Wheatfield Lane (10" Extension) $245,100
A-13 First Street From Ammon Road to Nassau Drive(10" Extension) $278,800
A-14 Fallsbrook asbestos cement pipes-Lakewood Street and Upland Street $411,900
A-15 Fallsbrook asbestos cement pipes-Jensen Drive $141,900
A-16 Fallsbrook asbestos cement pipes-Contor Avenue $454,800
A-17 Fallsbrook asbestos cement pipes-Crawford Street $131,100
A-18 Fallsbrook asbestos cement pipes-North Adams Drive $166,500
A-19 Fallsbrook asbestos cement pipes-Mobile Drive $67,400
Increase the volumetric water right capacity by at least 535 acre-feet and the $1,230,500
A-20 diversion rate by 3,170 qpm
A-21 Reconfigure the SCADA system control of pump start and stop triggers $34,500
TOTAL $6,324,600
Alternative 1 Option
B-1 New 2.0 MG Storage Tank $2,517,200
B-2 New Booster Pump Station with 5,500 gpm capacity $426,700
B-3 New Tank Pipeline Upgrades $367,800
TOTAL $3,311,700
Subtotal of Existing Projects with Alternative 1 Option $9,636,300
Alternative 2 Option
C-1 New Well in Northeast Area of System $771,700
Subtotal of Existing Projects with Alternative 2 Option $7,096,300
Projects Addressing Future Deficiencies
D-1 New Wells with about 9,000 gpm Capacity $4,629,900
D-2 New 1.0 MG Storage Tank $1,280,000
D-3 New Booster Pump Station with 3,000 gpm capacity $365,700
D-4 Crowley Road from Green Willow Lane to John Adams Pkwy(12" Extension) $424,800
D-5 Iona Road from Pinnacle Drive to 3452 Iona Road (12" Extension) $392,200
D-6 Replace 6" Pipe in Monte Vista Avenue with 12" Pipe $262,900
Increase the volumetric water right capacity by 3,600 acre-feet and the diversion rate $8,280,000
D-7 by 9,100 gpm
TOTAL $15,635,500
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 89 of 237
Ryan Anderson Development Well
Project A-1
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $38,000 $38,000
2 Land aquistion acre 1 $0 $0
3 Well drilling and construction lump sum 1 $250,000 $250,000
4 Variable frequency drive lump sum 1 $30,000 $30,000
5 Backup generator lump sum 1 $50,000 $50,000
6 Pump house lump sum 1 $300,000 $300,000
7 Connection to existing system per each 1 $3,000 $3,000
Total projected construction cost (rounded) $671,000
Engineering, legal, & contingency @ 15% of construction $100,700
Total Estimated Project Cost $771,700
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 90 of 237
Crowley Road from 1st Street to John Adams Pkwy (8" Extension)
Project A-2
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $15,700 $15,700
2 New 8"water line lineal foot 1,850 $45 $83,250
3 New 8"tees, crosses, fittings per each 4 $1,500 $6,000
4 New 8"valves per each 3 $1,800 $5,400
5 Fire hydrants per each 4 $4,500 $18,000
6 Canal/storm sewer crossing per each 2 $7,000 $14,000
7 Connection to existing system per each 3 $3,000 $9,000
8 Service line reconnection to new main per each 0 $1,200 $0
9 Traffic control lump sum 1 $15,000 $15,000
10 Asphalt street repair lineal foot 1,850 $60 $111,000
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $277,400
Engineering, legal, &contingency @ 15% of construction $41,600
Total Estimated Project Cost $319,000
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 91 of 237
Lincoln Road from 4743 E to Wood River Road (12" Extension)
Project A-3
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $3,500 $3,500
2 New 12"water line lineal foot 320 $54 $17,280
3 New 12"tees, crosses, fittings per each 2 $2,000 $4,000
4 New 12"valves per each 1 $2,500 $2,500
5 New 8"valves per each 1 $1,800 $1,800
6 Fire hydrants per each 1 $4,500 $4,500
7 Canal/storm sewer crossing per each 0 $7,000 $0
8 Connection to existing system per each 2 $3,000 $6,000
9 Service line reconnection to new main per each 0 $1,200 $0
10 Traffic control lump sum 1 $2,500 $2,500
11 Asphalt street repair lineal foot 320 $60 $19,200
12 Replace curb/gutter lineal foot 0 $35 $0
13 Replace sidewalks sq.yard 0 $65 $0
14 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $61,300
Engineering, legal, & contingency @ 15% of construction $9,200
Total Estimated Project Cost $70,500
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 92 of 237
Replace 6" Pipe in Fall River Road with 8" Pipe
Project A-4
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $3,600 $3,600
2 New 8"water line lineal foot 520 $45 $23,400
3 New 8"tees, crosses, fittings per each 2 $1,500 $3,000
4 New 8"valves per each 2 $1,800 $3,600
5 Fire hydrants per each 0 $4,500 $0
6 Canal/storm sewer crossing per each 0 $7,000 $0
7 Connection to existing system per each 2 $3,000 $6,000
8 Service line reconnection to new main per each 3 $1,200 $3,600
9 Traffic control lump sum 1 $500 $500
10 Asphalt street repair lineal foot 520 $31 $16,120
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 90 $40 $3,600
Total projected construction cost(rounded) $63,400
Engineering, legal, &contingency @ 15% of construction $9,500
Total Estimated Project Cost $72,900
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 93 of 237
Replace 6" Pipe in Edwards Drive with 8" Pipe
Project A-5
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $9,000 $9,000
2 New 8"water line lineal foot 1,220 $45 $54,900
3 New 8"tees, crosses, fittings per each 2 $1,500 $3,000
4 New 8"valves per each 3 $1,800 $5,400
5 Fire hydrants per each 0 $4,500 $0
6 Canal/storm sewer crossing per each 0 $7,000 $0
7 Connection to existing system per each 3 $3,000 $9,000
8 Service line reconnection to new main per each 12 $1,200 $14,400
9 Traffic control lump sum 1 $500 $500
10 Asphalt street repair lineal foot 1,220 $40 $48,800
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 360 $40 $14,400
Total projected construction cost(rounded) $159,400
Engineering, legal, &contingency @ 15% of construction $23,900
Total Estimated Project Cost $183,300
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 94 of 237
Harding Lane from Kit Lane to 1st Street (8" Extension)
Project A-6
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $4,700 $4,700
2 New 8"water line lineal foot 770 $45 $34,650
3 New 10"tees, crosses, fittings per each 1 $1,800 $1,800
4 New 8"tees, crosses, fittings per each 1 $1,500 $1,500
5 New 8"valves per each 2 $1,800 $3,600
6 Fire hydrants per each 1 $4,500 $4,500
7 Canal/storm sewer crossing per each 0 $7,000 $0
8 Connection to existing system per each 2 $3,000 $6,000
9 Service line reconnection to new main per each 0 $1,200 $0
10 Traffic control lump sum 1 $1,000 $1,000
11 Asphalt street repair lineal foot 640 $40 $25,600
12 Replace curb/gutter lineal foot 0 $35 $0
13 Replace sidewalks sq.yard 0 $65 $0
14 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $83,400
Engineering, legal, & contingency @ 15% of construction $12,500
Total Estimated Project Cost $95,900
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 95 of 237
25th East and Iona Road Waterline Extensions
Project A-7
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $60,700 $60,700
2 Removal of Miscellaneous Items (trees, lump sum 1 $2,000 $2,000
thrust blocks, existing pipe, etc.)
3 Removal of Existing Asphalt Surface lineal foot 2,755 $5 $13,775
4 Surface Restoration lump sum 1 $152,705 $152,705
5 24 inch diameter Steel Casing Pipe lump sum 1 $300,150 $300,150
Boring and Jacking
6 12-inch pipe lineal foot 5,884 $55 $323,620
7 12 inch Elbows and Tees per each 30 $1,500 $45,000
8 Water Main Fitting 12 inch Cross per each 1 $2,000 $2,000
9 12 Inch Gate Valve per each 5 $2,800 $14,000
10 Hydrant(includes gate valve) per each 10 $4,800 $48,000
11 Water Service Connection (install per each 1 $800 $800
materials provided by Owner)
12 Construction Traffic Control lump sum 1 $80,000 $80,000
13 Pavement Line Paint lineal foot 3,195 $1 $3,195
Remove and Repair Concrete Wall,
14 Sidewalk, Curb & Gutter, Cobbles, and lump sum 1 $10,000 $10,000
Miscellaneaous Work Appertaining
thereto at the Roundabout
15 Construction Staking lump sum 1 $2,000 $2,000
16 Materials Testing I lump sum 1 $15,000 $15,000
Total projected construction cost(rounded) $1,072,900
Engineering, legal, & contingency @ 15% of construction $160,900
Total Estimated Project Cost $1,233,800
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 96 of 237
Ammon Road from Pearce Drive to Greenwillow Drive (12" Extension)
Project A-8
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $7,300 $7,300
2 New 12"water line lineal foot 1,300 $54 $70,200
3 New 12"tees, crosses, fittings per each 2 $2,000 $4,000
4 New 12"valves per each 2 $2,500 $5,000
5 Fire hydrants per each 2 $4,500 $9,000
6 Canal/storm sewer crossing per each 0 $7,000 $0
7 Connection to existing system per each 2 $3,000 $6,000
8 Service line reconnection to new main per each 0 $1,200 $0
9 Traffic control lump sum 1 $12,000 $12,000
10 Asphalt street repair lineal foot 250 $60 $15,000
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $128,500
Engineering, legal, &contingency @ 15% of construction $19,300
Total Estimated Project Cost $147,800
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 97 of 237
Ammon Road from Greenwillow Drive to O'Bryant Street (10" Extension)
Project A-9
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $9,200 $9,200
2 New 10"water line lineal foot 1,080 $50 $54,000
3 New 10"tees, crosses, fittings per each 2 $1,800 $3,600
4 New 10"valves per each 2 $2,100 $4,200
5 Fire hydrants per each 2 $4,500 $9,000
6 Canal/storm sewer crossing per each 0 $7,000 $0
7 Connection to existing system per each 2 $3,000 $6,000
8 Service line reconnection to new main per each 0 $1,200 $0
9 Traffic control lump sum 1 $12,000 $12,000
10 Asphalt street repair lineal foot 1,080 $60 $64,800
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $162,800
Engineering, legal, &contingency @ 15% of construction $24,400
Total Estimated Project Cost $187,200
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 98 of 237
Replace 6" Pipe in Dixie Street with 10" Pipe
Project A-10
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $2,100 $2,100
2 10"water line lineal foot 160 $50 $8,000
3 10"tees, crosses, elbows, fittings per each 2 $1,800 $3,600
4 10"valves per each 2 $2,100 $4,200
5 Fire hydrants per each 0 $4,500 $0
6 Connections to existing system per each 2 $3,000 $6,000
7 Service line reconnection to new main per each 2 $1,200 $2,400
8 Canal/storm sewer crossings per each 0 $7,000 $0
9 Meter pits per each 0 $600 $0
10 Traffic control lump sum 1 $500 $500
11 Street repair lineal foot 160 $40 $6,400
12 Replace curb/gutter lineal foot 20 $35 $700
13 Replace sidewalks sq.yard 10 $65 $650
14 1"service lines lineal foot 60 $40 $2,400
Total projected construction cost(rounded) $37,000
Engineering, legal, & contingency @ 15% of construction $5,600
Total Estimated Project Cost $42,600
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 99 of 237
Replace 8" Pipe East of Well 2 with 12" Pipe
Project A-11
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $1,800 $1,800
2 12"water line lineal foot 280 $54 $15,120
3 12"tees, crosses, elbows, fittings per each 2 $2,000 $4,000
4 12"valves per each 2 $2,500 $5,000
5 Fire hydrants per each 0 $4,500 $0
6 Connections to existing system per each 2 $3,000 $6,000
7 Service line reconnection to new main per each 0 $1,200 $0
8 Canal/storm sewer crossings per each 0 $7,000 $0
9 Meter pits per each 0 $600 $0
10 Traffic control lump sum 0 $500 $0
11 Street repair lineal foot 10 $40 $400
12 Replace curb/gutter lineal foot 5 $35 $175
13 Replace sidewalks sq.yard 0 $65 $0
14 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $32,500
Engineering, legal, & contingency @ 15% of construction $4,900
Total Estimated Project Cost $37,400
Prepared by Schiess &Associates 07/17/2019

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First Street From Robison Drive to Wheatfield Lane (10" Extension)
Project A-12
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $68,700 $68,700
2 10"water line lineal foot 1,060 $50 $53,000
3 10"tees, crosses, elbows, fittings per each 2 $1,800 $3,600
4 10"valves per each 2 $2,100 $4,200
5 Fire hydrants per each 2 $4,500 $9,000
6 Connections to existing system per each 2 $3,000 $6,000
7 Service line reconnection to new main per each 0 $1,200 $0
8 Canal/storm sewer crossings per each 0 $7,000 $0
9 Meter pits per each 0 $600 $0
10 Traffic control lump sum 1 $5,000 $5,000
11 Street repair lineal foot 1,060 $60 $63,600
12 Replace curb/gutter lineal foot 0 $35 $0
13 Replace sidewalks sq.yard 0 $65 $0
14 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $213,100
Engineering, legal, & contingency @ 15% of construction $32,000
Total Estimated Project Cost $245,100
Prepared by Schiess &Associates 07/17/2019

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Page 101 of 237
First Street From Ammon Road to Nassau Drive (10" Extension)
Project A-13
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $13,700 $13,700
2 10"water line lineal foot 1,240 $50 $62,000
3 10"tees, crosses, elbows, fittings per each 4 $1,800 $7,200
4 10"valves per each 4 $2,100 $8,400
5 Fire hydrants per each 3 $4,500 $13,500
6 Connections to existing system per each 4 $3,000 $12,000
7 Service line reconnection to new main per each 0 $1,200 $0
8 Bore lineal foot 120 $300 $36,000
9 Canal/storm sewer crossings per each 1 $7,000 $7,000
10 Meter pits per each 0 $1,200 $0
11 Traffic control lump sum 1 $8,000 $8,000
12 Street repair lineal foot 1,120 $60 $67,200
13 Replace curb/gutter lineal foot 20 $35 $700
14 Replace sidewalks sq.yard 10 $65 $650
15 1"service lines lineal foot 0 $40 $0
16 Disconnect and abandon existing Well 1 per each 2 $3,000 $6,000
line to Contor Ave.
Total projected construction cost (rounded) $242,400
Engineering, legal, & contingency @ 15% of construction $36,400
Total Estimated Project Cost $278,800
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 102 of 237
Fallsbrook asbestos cement pipes - Lakewood Street and Upland Street
Project A-14
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $20,300 $20,300
2 New 8"water line lineal foot 2,200 $45 $99,000
3 New 8"tees, crosses, fittings per each 7 $1,800 $12,600
4 New 8"valves per each 7 $2,100 $14,700
5 Connections to existing system per each 7 $3,000 $21,000
6 Service line reconnection to new main per each 61 $1,200 $73,200
7 Traffic control lump sum 1 $8,000 $8,000
8 Street repair lineal foot 2,200 $40 $88,000
9 Replace curb/gutter lineal foot 610 $35 $21,350
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 1,830 $40 $73,200
Total projected construction cost (rounded) $358,200
Engineering, legal, & contingency @ 15% of construction $53,700
Total Estimated Project Cost $411,900
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 103 of 237
Fallsbrook asbestos cement pipes - Jensen Drive
Project A-15
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $7,000 $7,000
2 New 8"water line lineal foot 780 $45 $35,100
3 New 8"tees, crosses, fittings per each 3 $1,800 $5,400
4 New 8"valves per each 1 $2,100 $2,100
5 Connections to existing system per each 2 $3,000 $6,000
6 Service line reconnection to new main per each 22 $1,200 $26,400
7 Traffic control lump sum 1 $2,500 $2,500
8 Street repair lineal foot 780 $40 $31,200
9 Replace curb/gutter lineal foot 220 $35 $7,700
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 660 $40 $26,400
Total projected construction cost (rounded) $123,400
Engineering, legal, & contingency @ 15% of construction $18,500
Total Estimated Project Cost $141,900
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 104 of 237
Fallsbrook asbestos cement pipes - Contor Avenue
Project A-16
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $22,400 $22,400
2 New 8"water line lineal foot 2,600 $45 $117,000
3 New 8"tees, crosses, fittings per each 7 $1,800 $12,600
4 New 8"valves per each 3 $2,100 $6,300
5 Connections to existing system per each 4 $3,000 $12,000
6 Service line reconnection to new main per each 73 $1,200 $87,600
7 Traffic control lump sum 1 $8,000 $8,000
8 Street repair lineal foot 2,600 $40 $104,000
9 Replace curb/gutter lineal foot 730 $35 $25,550
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 2,190 $40 $87,600
Total projected construction cost (rounded) $395,500
Engineering, legal, & contingency @ 15% of construction $59,300
Total Estimated Project Cost $454,800
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 105 of 237
Fallsbrook asbestos cement pipes - Crawford Street
Project A-17
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $6,500 $6,500
2 New 8"water line lineal foot 860 $45 $38,700
3 New 8"tees, crosses, fittings per each 1 $1,800 $1,800
4 New 8"valves per each 1 $2,100 $2,100
5 Connections to existing system per each 4 $3,000 $12,000
6 Service line reconnection to new main per each 10 $1,200 $12,000
7 Traffic control lump sum 1 $3,000 $3,000
8 Street repair lineal foot 860 $40 $34,400
9 Replace curb/gutter lineal foot 100 $35 $3,500
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 300 $40 $12,000
Total projected construction cost (rounded) $114,000
Engineering, legal, & contingency @ 15% of construction $17,100
Total Estimated Project Cost $131,100
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 106 of 237
Fallsbrook asbestos cement pipes - North Adams Drive
Project A-18
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $8,200 $8,200
2 New 8"water line lineal foot 890 $45 $40,050
3 New 8"tees, crosses, fittings per each 3 $1,800 $5,400
4 New 8"valves per each 3 $2,100 $6,300
5 Connections to existing system per each 3 $3,000 $9,000
6 Service line reconnection to new main per each 24 $1,200 $28,800
7 Traffic control lump sum 1 $3,000 $3,000
8 Street repair lineal foot 890 $40 $35,600
9 Replace curb/gutter lineal foot 240 $35 $8,400
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 720 $40 $28,800
Total projected construction cost (rounded) $144,800
Engineering, legal, & contingency @ 15% of construction $21,700
Total Estimated Project Cost $166,500
Prepared by Schiess &Associates 0717/2019

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Page 107 of 237
Fallsbrook asbestos cement pipes - Mobile Drive
Project A-19
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $3,300 $3,300
2 New 8"water line lineal foot 410 $45 $18,450
3 New 8"tees, crosses, fittings per each 2 $1,800 $3,600
4 New 8"valves per each 0 $2,100 $0
5 Connections to existing system per each 2 $3,000 $6,000
6 Service line reconnection to new main per each 6 $1,200 $7,200
7 Traffic control lump sum 1 $1,500 $1,500
8 Street repair lineal foot 410 $40 $16,400
9 Replace curb/gutter lineal foot 60 $35 $2,100
10 Replace sidewalks sq.yard 0 $65 $0
11 1"service lines lineal foot 180 $40 $7,200
Total projected construction cost (rounded) $58,600
Engineering, legal, & contingency @ 15% of construction $8,800
Total Estimated Project Cost $67,400
Prepared by Schiess &Associates 07/17/2019

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Page 108 of 237
Increase the volumetric water right capacity by at least 535 acre-feet and the
diversion rate by 3,170 gpm
Project A-20
Item No. Item Unit Quantity Unit Cost Total Cost
1 Increase water right capacity lump sum 1 $1,070,000 $1,070,000
Engineering, legal, & contingency @ 15% $160,500
Total Estimated Project Cost $1,230,500
Prepared by Schiess &Associates 07/17/2019

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Page 109 of 237
Reconfigure the SCADA system control of pump start and stop triggers
Project A-21
Item No. Item Unit Quantity Unit Cost Total Cost
1 I Reconfigure SCADA system lump sum 1 $30,000 $30,000
Engineering & contingency @ 15% $4,500
Total Estimated Project Cost $34,500
Prepared by Schiess &Associates 07/17/2019

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Page 110 of 237
New 2.0 MG Storage Tank
Project B-1
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $123,900 $123,900
2 Land aquisition acre 1 $0 $0
3 Tank construction lump sum 1 $2,000,000 $2,000,000
4 Re-equip Well 9 and connect to tank lump sum 1 $25,000 $25,000
5 Re-equip Well 5 and connect to tank lump sum 1 $40,000 $40,000
Total projected construction cost (rounded) $2,188,900
Engineering, legal, & contingency @ 15% of construction $328,300
Total Estimated Project Cost $2,517,200
Prepared by Schiess &Associates 07/17/2019

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Page 111 of 237
New Booster Pump Station with 5,500 gpm capacity
Project B-2
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $21,000 $21,000
2 New booster pump station lump sum 1 $350,000 $350,000
Total projected construction cost (rounded) $371,000
Engineering, legal, & contingency @ 15% of construction $55,700
Total Estimated Project Cost $426,700
Prepared by Schiess &Associates 07/17/2019

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Page 112 of 237
New Tank Pipeline Upgrades
Project B-3
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $18,100 $18,100
2 10"water line lineal foot 1,070 $50 $53,500
3 10"tees, crosses, elbows, fittings per each 2 $1,800 $3,600
4 10"valves per each 2 $2,100 $4,200
5 12"water line lineal foot 290 $54 $15,660
6 12"tees, crosses, elbows, fittings per each 1 $2,000 $2,000
7 12"valves per each 2 $2,500 $5,000
8 16"water line lineal foot 290 $62 $17,980
9 16"tees, crosses, elbows, fittings per each 1 $2,700 $2,700
10 16"valves per each 1 $3,300 $3,300
11 20"water line lineal foot 390 $71 $27,690
12 20"tees, crosses, elbows, fittings per each 2 $3,500 $7,000
13 20"valves per each 1 $4,300 $4,300
14 Fire hydrants per each 0 $4,500 $0
15 Bore lineal foot 100 $300 $30,000
16 Connections to existing system per each 8 $3,000 $24,000
17 Service line reconnection to new main per each 16 $1,200 $19,200
18 Canal/storm sewer crossings per each 0 $7,000 $0
19 Meter pits per each 0 $600 $0
20 Traffic control lump sum 1 $8,000 $8,000
21 Street repair lineal foot 1,570 $40 $62,800
22 Replace curb/gutter lineal foot 160 $35 $5,600
23 Replace sidewalks sq.yard 80 $65 $5,200
24 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $319,800
Engineering, legal, & contingency @ 15% of construction $48,000
Total Estimated Project Cost $367,800
Prepared by Schiess &Associates 07/17/2017

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Page 113 of 237
New Well in Northeast Area of System
Project C-1
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $38,000 $38,000
2 Land aquistion acre 1 $0 $0
3 Well drilling and construction lump sum 1 $250,000 $250,000
4 Variable frequency drive lump sum 1 $30,000 $30,000
5 Backup generator lump sum 1 $50,000 $50,000
6 Pump house lump sum 1 $300,000 $300,000
7 Connection to existing system per each 1 $3,000 $3,000
Total projected construction cost (rounded) $671,000
Engineering, legal, & contingency @ 15% of construction $100,700
Total Estimated Project Cost $771,700
Prepared by Schiess &Associates 07/17/2019

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Page 114 of 237
New Wells with about 9,000 gpm Capacity
Project D-1
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 6 $38,000 $228,000
2 Land aquistion acre 6 $0 $0
3 Well drilling and construction lump sum 6 $250,000 $1,500,000
4 Variable frequency drive lump sum 6 $30,000 $180,000
5 Backup generator lump sum 6 $50,000 $300,000
6 Pump house lump sum 6 $300,000 $1,800,000
7 Connection to existing system per each 6 $3,000 $18,000
Total projected construction cost (rounded) $4,026,000
Engineering, legal, & contingency @ 15% of construction $603,900
Total Estimated Project Cost $4,629,900
Prepared by Schiess &Associates 07/17/2019

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Page 115 of 237
New 1.0 MG Storage Tank
Project D-2
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $63,000 $63,000
2 Land aquistion acre 1 $0 $0
3 Tank construction lump sum 1 $1,000,000 $1,000,000
4 Re-equip Well 2 and connect to tank lump sum 1 25000 25000
5 Re-equip Well 4 and connect to tank lump sum 1 25000 25000
Total projected construction cost (rounded) $1,113,000
Engineering, legal, & contingency @ 15% of construction $167,000
Total Estimated Project Cost $1,280,000
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 116 of 237
New Booster Pump Station with 3,000 gpm capacity
Project D-3
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $18,000 $18,000
2 New booster pump station lump sum 1 $300,000 $300,000
Total projected construction cost (rounded) $318,000
Engineering, legal, & contingency @ 15% of construction $47,700
Total Estimated Project Cost $365,700
Prepared by Schiess &Associates 07/17/2019

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Page 117 of 237
Crowley Road from Green Willow Lane to John Adams Pkwy (12" Extension)
Project D-4
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $20,900 $20,900
2 New 12"water line lineal foot 2,380 $54 $128,520
3 New 12"tees, crosses, fittings per each 3 $2,000 $6,000
4 New 12"valves per each 2 $2,500 $5,000
5 New 10"valves per each 1 $2,100 $2,100
6 New 8"valves per each 2 $1,800 $3,600
7 Fire hydrants per each 5 $4,500 $22,500
8 Canal/storm sewer crossing per each 2 $7,000 $14,000
9 Connection to existing system per each 3 $3,000 $9,000
10 Service line reconnection to new main per each 0 $1,200 $0
11 Traffic control lump sum 1 $15,000 $15,000
12 Asphalt street repair lineal foot 2,380 $60 $142,800
13 Replace curb/gutter lineal foot 0 $35 $0
14 Replace sidewalks sq.yard 0 $65 $0
15 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $369,400
Engineering, legal, &contingency @ 15% of construction $55,400
Total Estimated Project Cost $424,800
Prepared by Schiess &Associates 07/17/2019

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Page 118 of 237
Iona Road from Pinnacle Drive to 3452 Iona Road (12" Extension)
Project D-5
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $19,300 $19,300
2 New 12"water line lineal foot 2,350 $54 $126,900
3 New 12"tees, crosses, fittings per each 3 $2,000 $6,000
4 New 12"valves per each 1 $2,500 $2,500
5 New 10"valves per each 0 $2,100 $0
6 New 8"valves per each 1 $1,800 $1,800
7 Fire hydrants per each 5 $4,500 $22,500
8 Canal/storm sewer crossing per each 0 $7,000 $0
9 Connection to existing system per each 2 $3,000 $6,000
10 Service line reconnection to new main per each 0 $1,200 $0
11 Traffic control lump sum 1 $15,000 $15,000
12 Asphalt street repair lineal foot 2,350 $60 $141,000
13 Replace curb/gutter lineal foot 0 $35 $0
14 Replace sidewalks sq.yard 0 $65 $0
15 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $341,000
Engineering, legal, &contingency @ 15% of construction $51,200
Total Estimated Project Cost $392,200
Prepared by Schiess &Associates 07/17/2019

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Page 119 of 237
Replace 6" Pipe in Monte Vista Avenue with 12" Pipe
Project D-6
Item No. Item Unit Quantity Unit Cost Total Cost
1 Mobilization lump sum 1 $11,300 $11,300
2 New 12"water line lineal foot 1,620 $54 $87,480
3 New 12"tees, crosses, fittings per each 2 $2,000 $4,000
4 New 12"valves per each 2 $2,500 $5,000
5 Fire hydrants per each 0 $4,500 $0
6 Canal/storm sewer crossing per each 0 $7,000 $0
7 Connection to existing system per each 2 $3,000 $6,000
8 Service line reconnection to new main per each 40 $1,200 $48,000
9 Traffic control lump sum 1 $2,000 $2,000
10 Asphalt street repair lineal foot 1,620 $40 $64,800
11 Replace curb/gutter lineal foot 0 $35 $0
12 Replace sidewalks sq.yard 0 $65 $0
13 1"service lines lineal foot 0 $40 $0
Total projected construction cost(rounded) $228,600
Engineering, legal, &contingency @ 15% of construction $34,300
Total Estimated Project Cost $262,900
Prepared by Schiess &Associates 07/17/2019

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Page 120 of 237
Increase the volumetric water right capacity by 3,600 acre-feet and the diversion rate
Project D-7
Item No. Item Unit Quantity Unit Cost Total Cost
1 I Increase water right capacity lump sum 1 $7,200,000 $7,200,000
Engineering, legal, &contingency @ 15% $1,080,000
Total Estimated Project Cost $8,280,000
Prepared by Schiess &Associates 07/17/2019

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 121 of 237
Appendix B: DEQ Sanitary Survey
s-1

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 122 of 237
STATE 1;JDA4:�
DEPARTMENT OF
EtIVIRONMENTAL QUALITY
900 Borth Skyhre C'mc Sude @-�da�o Caro.iD 83402.1208)528.2050 C L '8utow Otter.Goye+�u
Cun A Franzen.Drector
May 11,2015
Scott Bruce, Manager
Falls Water Company
2180 Deborah
Idaho Falls, ID 83401
Re:2015 Falls Water Company Enhanced Sanitary Survey; PWS#7100030
Dear Mr. Bruce:
On April 28,2015 I conducted a sanitary survey on the Falls Water Company public drinking water system.
Please thank Brad Wright for his cooperation and patience in completing the survey.
The system was found to be well-managed. However,the survey found several deficiencies(non-compliance
with IDAPA 58.01.08-Idaho Rules for Public Drinking Water Systems)requiring attention. There were t o
significant deficiencies at the facility(significant deficiencies cause,or have potential to cause,risk to health or
safety,or that could affect the reliable delivery of safe drinking water). The DEQ requests you address the
deficiencies.
1. Significant Deficiencies: none.
2. Deficiencies
a. Threaded spigots were found on many of the well discharge piping to the distribution system.
All threaded spigots should have an anti-siphon attachment installed,or have threads removed
from the spigot.
b. Pump seven requires a meter.
c. The well 6 pump to waste requires a screen.
3. Recommendations:none.
If you have any questions,please contact the DEQ Idaho Falls Office at 208-528-2650.
JarlieMazzone
ly,
Staff Engineer
Enclosures: List of inspection findings
Enhanced Sanitary Survey Inspection Form
Enhanced Sanitary Survey Report
C: Tony Wise,Operator,Falls Water Co.
Greg Eager,DEQ Idaho Falls Engineering Manager
Rochelle Mason,DEQ Idaho Falls Drinking Water Analyst

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 123 of 237
Idaho Department of Environmental Quality
Idaho Falls Regional Office
Sanitary Survey Report
Falls Water Company, Incorporated
April 28, 2015
I. INTRODUCTION...................................................................................................................................... 1
A. Purpose of Report.....................................................................................................................................................1
B. Summary Description of the System........................................................................................................................1
C. Consumption and Production...................................................................................................................................2
D. System Improvements..............................................................................................................................................2
E. Monitoring and Reporting........................................................................................................................................2
F. Summary of Findings................................................................................................................................................2
II. INVESTIGATION AND ANALYSIS...........................................................................................................2
A. Sources of Information.............................................................................................................................................2
B. Source Water Supply Wells......................................................................................................................................2
C. System Control.........................................................................................................................................................2
D. Water Quality...........................................................................................................................................................2
E. Treatment..................................................................................................................................................................2
F. Storage......................................................................................................................................................................3
G. Distribution System..................................................................................................................................................3 #
H. Emergency Operations..............................................................................................................................................3 !
III. APPRAISAL OF SANITARY HAZARDS AND SAFEGUARDS................................................................3 j
A. Ground Water under the Influence of Surface Water...............................................................................................3
B. Other Issues 3
IV. Appendix A: Photographs.........................................................................................................................4
A. Well 1 .......................................................................................................................................................................4 ;
B. Wells 2&4...............................................................................................................................................................5
C. Well 5
D. Well 6:pumps 6&7 Pump to waste needs a screen........................................................................................11
F. Well 9.....................................................................................................................................................................13 I
V. Appendix B:Well Logs............................................................................................................................ 17
A. Well 1
B. Well 2
;
C. Well 3(deepened in 1997)......................................................................................................................................19
D. Well .....................................................................................................................................................................22 E
l
F. Well .....................................................................................................................................................................24
G. Well 8.....................................................................................................................................................................25
l
VI. Appendix C:Well 9 GWUDI Field Survey...............................................................................................28
1
I. INTRODUCTION
A.Purpose of Report
The purpose of this report is to present a sanitary survey review of the Falls Water Co.,Inc. (FWC)drinking water
system that was conducted on April 28,2015. Sanitary surveys are intended to inspect drinking water systems for
health risks.
B. Summary Description of the System
i
FWC serves 4,076 residential(estimated 14,000 capita)and 85 commercial hookups with seven wells. Water
supply is controlled with a water system pressure priority SCADA system,and wells 2,4,5 and 9 have
hypochlorination to keep distribution lines sanitized.
1

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C. Consumption and Production
The 2013 FWC report to the Idaho Public Utilities Commission(PUC)indicates 1,231,491,000 total gallons
pumped,and peak day demand at 9,857,800 gallons(6,846 gallons per minute at constant 24 hour demand). Well
pump capacity is 9,100 gallons per minute.
D. System Improvements
There have been no major modifications or improvements since the last sanitary survey in 2009.
E. Monitoring and Reporting
FWC is current with all monitoring and reporting requirements.
F. Summary of Findings
The system was found to be well-managed. This survey found no significant deficiencies (significant
deficiencies cause, or have potential to cause, risk to health or safety, or that could affect the reliable delivery of
safe drinking water), several deficiencies (non-compliance with IDAPA 58.01.08 - Iduho Rules for Public
Drinking Water Systems),and has no recommendations for system improvements(listed below).
1. Significant Deficiencies: none.
2. Deficiencies
a. Threaded spigots were found on many of the well discharge piping to the distribution system. All
threaded spigots should have an anti-siphon attachment installed, or have threads removed from the
spigot.
b. Pump seven requires a meter.
c. The well 6 pump to waste requires a screen.
3. Recommendations: none.
II. INVESTIGATION AND ANALYSIS
A. Sources of Information
I. DEQ Falls Water Company drinking water files.
2. System Operator Brad Wright.
B. Source Water Supply Wells
FWC utilizes 8 wells and 9 pumps to supply water. All well logs are appended to this report. Items of concern
for the wells:
➢ Wcll 6 contains pumps 6&7—tliere is no well 7.
➢ Well 3 was abandoned in 2008.
C. System Control
A SCADA system activates wells according to distribution system pressure.
D. Water Quality
FWC has not had water quality problems in the last year.
E. Treatment
All wells pump to waste at startup to remove sand from the well water. Hypochlorination is utilized on wells 2,4,
5 and 9 maintain distribution line sanitation.
2

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F. Storage
Well 2 pumps to an above ground steel storage tank which once served as a pressure tank,but is no longer
pressurized. The tank now serves only as storage.
G. Distribution System
The distribution system has been constructed thru the years and includes HDPE,asbestos cement, PVC and
ductile iron. Line size and total footage,according to the 2013 PUC annual report,is:
n Use Insiallo Aband&Qn use
Pipe Beginning During During End of
sire Of Year Year Year Year
2' 1,239 0.14
4" 1,879 795 2675
6" 220.271 192 220 464
8" 72.242 1 856 7 f M
10' 29,489 20,489
1r 24.991 2 985 27,056
H.Emergency Operations
Wells 5 and 9 both have emergency generators,for a capacity of 3750 gallons per minute(750+3000 gpm,
respectively).
III. APPRAISAL OF SANITARY HAZARDS AND SAFEGUARDS
A. Ground Water under the Influence of Surface Water
Under the federal Surface Water Treatment Regulations(SWTR)all groundwater sources serving community
public drinking water systems must be evaluated to determine if they are directly influenced by surface water or at
risk with respect to giardia,cryptosporidium or other microbial contamination.
Criteria used to determine the vulnerability of microbial contamination include a well's distance to a surface water
source(should be greater than 500 feet),fractured basalt aquifers,and well construction features such as an
annular grout seal and depth of casing.
All FWC wells have been determined not to be under the influence of'surlace water as documented by the DEQ
June 2009 GWUDI Field Survey.
B. Other Issues
This Sanitary Survey found no significant deficiencies. Section I.F.,above,details the complete findings of this
survey.
3

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 126 of 237
IV. Appendix A: Photographs
A. Well 1
Pump to waste cistern Pump
i
i
A ppurlcnanccti
�s 1
1
i
a
i-
4

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 127 of 237
B. Wells 2&4
Wells Room
. l
k
r-
Well 4 Well 2
5

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 128 of 237
Well 2
Flow meter&pump to waste Sample tap,pressure gage
fry.
Storage tank
f N
s
r
6

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 129 of 237
Well 4
Appurtenances
r� Mi1
0
v �
4
G
l
1 � -
7

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 130 of 237
Wells 2&4 hypochlorination
-r
40
8

.-
Page 131 of 237
C. Well 5
+' s
� s
1
a 'ice
J
Appurtenances
Y,

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 132 of 237
Hypochlorination and diesel secondary containment
o -
C
i
A
r
1
10

.-
Page 133 of 237
„p to waste needs a screen

.-
Page 134 of 237
E. Well 8
I H
t
i�
JI \
� Ir .

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 135 of 237
_ -- 77 r
,i
Y
1
13

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 136 of 237
Well 9 and appurtenances
o lie - -
r
r
t� 14
• _ 3
BII4. ,
OR
14

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 137 of 237
Well 9 Generator
I
r
15

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 138 of 237
16

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 139 of 237
V. Appendix B: Well Logs
A. Well 1
State of Idaho
HAALLLL POINT PAN t1
N1TP OR Department of Hater Reeur ocee
�� •�•
WELL DRILLER'S REPORT
Sl*te Itw raquiret that this report be filed wlth taw Dlrwtar,Wpnwertl of VMeM EerOMiee r/Mfn 70
Jay.after the completion or abandonment of the
1.WELL OWNER 1.WATER LEVEL
$;alit water INrI_if feet b.IoW land sue
• Flowing) Ll Yes 12 No G.P.M.IIow _
Addau__._ Tempoatun F. Owluv_ iwcd _
Antsien closed in pr"wra p.&I, '
Owners Permh No. Controlled by O Val,o O Cap O Plug
12.NATURE OF WORX _ S.WILL TMIT DATA41—_ I
O New well O Dow ed ❑Ropbament III Pump n Seller 0 Other
D w oava
n Abandoned Idettfibe method of abandoning) r
r
S.PROP03E0 tw
O Domrello ❑kdgelIV 0 AN 0 omerlleeelr Mai g.LITHOLOOIC LOG
_ t
Cl"od O Inslslrle 0 Etere 0 was Oferaael or No" Frees Ta_ M'er'r Y Hr
4.MITHOD DRILLID
1
n Gbla ❑Amory O Dug ❑Other
JAL-LIU—
S,WELL CONSTRUCTION 2f.,
Diameter of hole__ Inchr Total depth foal
Gt4ngMhedu167 O Steel n Comsat.
TMaoow 0— Frem Ta
lnchN_. Inch. • INI _feet
Indeed, Indrr _ INI _feet
inch. __ Inch" INI FM
InM.,_._ Inch" __ INt _feet 1+
inch. inrflN ._ fool le 1
MM sell[din dae oral T 0 1b O IVe
Wn a packer of—1 urd? ❑Yet ❑No
I'"s-1.0 O Yr O No
Now paforatadl 0 Factory O Knife O Torch
Slaofparfaetlon _,inohNby_ Inches
HumMr Frew To 1
—__pMoatbnt la. feel r
pvtoatbm feel _ feet 10C.
feet feel
1
Well aueen irMaled/ ❑YN O No
Manufacturer'*rwrw
Type ModN No. _
O1,melef_SlotaN_Setlrom feetto feat
Di.m.er—Slot all*_Set from feet to__Mt
L;nN1 Packed) ❑Yes O No Silo of gravel
Placed from_ feel to—.—feel •^••^
IIaNee teed Meth Zt•a Halertel eeee In reel 0 Caeens Scow
0 PWINne day rJ 11h11 tulllq, •'••�
5101grq ereee, use ❑MwT ON 0 Tearwvy weleoe tarrq
0 owssera N read Mee•
L LOCATION OF WELL 10,
work ttueM Ai!!Iai, 26 t 976 nnlMd August,IQ,.jS„h!I
Skull map location muer agree with wflttoq[motion.
N
If.DINLIARS CQITNICATION
•.j.•• •i O*dgm R terra Firm Name ar,•ITmr Nall Oaf sal nc rn..tr•_Fkel fUs_
w � '
l E u ere IEaell w nay.�'�'•'• ;.rat. 1'lth SGraat
drtlo F'nJi :dcho R3/,0I
sa"M tFkw OtnaSfl i'.
nunq_IL'n'1^"Sly=o
b.,aerrl /
17

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 140 of 237
R. Well 2
It. P `' Cope Woll D:i lk-lig
9 2 7 P O U t. S F. N S T R E E T P H O N E J !} c k son 2 2 3 2 4
IDAHO FARLS , IDAHO fI
AbIl No. 2 Falls Water Go. Inoojporated
0 to 2 Top soil '
2 to 46 Oravel and boulders
46 to 64 Band and gravel
84 to 74 Sand, gravelly and boulders
74 to 79 Soft lava ,
79 to 108 Hard blaok lava - Oasing drove to 84 ft. and oomentod at
bottom of oaring
108 to 128 Softer lava :
126 to 147 Red oinder■ j
Vkter level stand■ stieft.
84 Ft. of 6118n' xal] thiokness Gaming used plus steel drljve shoe on
bottom of oasing.
i
I I !
i
i
. .. .... .. ... ...... . 1. •....,.. ..._ ... .:. __. ..i . ... . .:.... ,
,
18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 141 of 237
C. Well 3 (deepened in 1997)
1 IDAHO DEPARTMENT OF WATER RESOURCES
+.37 F.
WI.L DR><LLF.R'S REPORTWks Use Onlyt Use Typal mW er BsIptIMR Pan InspeM by
LING PER1111TNO_ -081IM00— . 7wyl Rps Secl`
Olhcr IDWR No.__*7 r,�-0"U -- - — 068508 114 A ,I14 y,1.,!
2. OWNER: Lot
Name Falls Water Company,lee 11. WELL TESTS:
Address--405 1 nth Street o Pump rJ Bailer ■ Air o FlowingArtesian
(*fly IdahckFells _ State.1D_ /.Ip 8.1404-4999_
Yield a
3. LOCATION OF WELL by legal description: Umin Unlwdtssm Pumping Level 7utw
notch map lorafon rrtul moos wm mitten location 275syn ISOR 3hr
N
Twp. _2- North•or South D
Rile. 38 East ■or West o Water Temp. Bottom hole temp._— _-
Sec. 16 SEA/4. NW-V4, SE--1/4 Water Quality test or continents:_
10Aerea 4OApes 160Acues -- - Depth first Water Encountered: Li0ft.____
Gov't Lot County Ronnevilta­, 12. LITHOI.OGIC I OG:(Describe s or abandonnKnt) Warer
a I Long:
non Reruarkc Litholot),Walrr Quality N
Address of Well Sita_JruL_Ds11a._V1s=,% Ma. From To leariptiraturt Y N
$r,I,1,rv:aL■.YI City Jdab",ItL
(OinrMrr.■eefReehDlttawt■Re.aa1M.■►) - 10 146 149 Bauh bro►nt way X
Lot No. 2-Block No.1 Subel.NameywnAdta Evetei uhd ML 49 a Cinders x
4. VSF.: ISI 161 Bawh firm gray X
■ Domestic n Munkipal ❑Monitor D Irrigation
nThermal D Injection t t Other 161 178 Basal Ilan1 Or X
S. TYPE OF WORK check all that apply (Replacement at.) 179 180 naslt Broken Gray X
ClNew Well ■ Modify U Abandonment ■Other _Doapetalag
4. DRILL METHOD Ito 183 C'indcn X
■Air Rotary o Cable a Mud Rotary U Other — 183 196 BamIt,Firm Gn X
7. SEAUNG PROCEDUR@S
196 202 Basdt Broken Clay k Sill X
_jEALAUXERPACK AAf(NBJT 202 7)4 Haull Mud Gray X
$►tits Or
Maurtrl Tian To Peed. med-i 234 239 Cinders X
239 231 Ba,alt 1lmken&Clo X
2.11 237 Cinders
257 270 nualt,Broken Cray X
Was drive shoe umd7 t r Y IIN Shoe Depth(s) _ _ 270 774 Dault Hard Gra• X
Ww drive shoe seal tested?nY EN How?
I.CASING/LINER
n . a R E C E I v
u o u o
u r o n -
I.ength of I Icadplpe:__— . LenSth of Tailpipe _.
9. PERFORATIONS/SCREENS: -- 9Ii1 ( I ; flapaflfw d 11we keyywras
n 1'efforatlons Method
o Scrccns Scrten T e
rrcen To Sim$ire N-1,vr launder %froid ('ar;rK 1, 1 17-1-1
coinploted fkpth __22411_— (Measurcable)
Dale: Sfarted:_ ('nmplct M1_ —_
n n 13. DRII,I.YR'SC�77 ICA ON
IM't certify" nl 11 con tctio s were complled with an
u a Iht 1ifn0 the N'et M'MO%Vd,
IO.STATIC WATER LP.VI{I.OR ARTESIAN PRES9UR17�E C E I n drcw_1YifI ,low
Firm N3
P1r�<7flF _ y ,Datc:tS[D1lR7
68 - flbelowground Artesian pressure lb SUN 1 9
Depth flow encountered fl Describe access port or iwrtt)peratur Daw-fi;11N7
control devices: —Welded on Cap _ (>•paiM F 91�npapvgo ant if Flint O is &Operator
19

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 142 of 237
Well 3 Abandoned
{!- ✓
rcmr:is I IDAHO DEPARTMENT OF WATER RESOURCES Oft*Lt�OnM
woo 1cl No
mul WELL DRILLER'3 REPORT YnDtcltd M•_
MMr.. Twp-Rat_See_.
I WELL TAG NO. 0 004565S
'LM la+o
010L1 RIG PEMAT NO 12 WELL TESTS:
Water Rlgh1 or In;n t M1 Well NO U pump U B w ❑AiT ❑Ftowr'q/ulrsierl
2 OWNRR: aidgWmn O.a,^down Pu LroH t.r4
Name Fats Water Company Inc TEST WELT.
Address. 11 Ra n Drive
City: Idaho Falls State, to Zip.03406
Visor Temp 00"hot.tarp
3 LOCATION OF WELL by legal dtaoription. water owitY au a con"ents
You mull preY04 add,#$$o'1 n1 Ile Sib Or evot ni 0 wtl Dep!n fill waw oncMtaed.
TWP ? Nash of n Swth 17 LITHOLGOIC LOG: (0tunbe repaln or Mwdonin"A
R9t East M WM ear. r..m T. T—rW. a Y N
$et 10 IH ir( 1N LE IN o"
10K1.. .30..I M10Mn.
Gov't Lot Counq Donnevdle
01 43:31.01I —Lo,V 111:5
Address a I:tte: 7431 Oebdah This well was abandonded. All casing has
ay. Idaho Falls RONN1.w�rM) been removed and the hole filled from 376'to
( NYM.N rIe•ad Noll• \waY.M
Lt. RWA Sub Name top of ground,
4 USE:
f cW. n(4unYlrtiJ H Monitor ❑Inl¢Xm
n.rimv u InjectionOIMr
6 TYPE OF WORK: IR.p(M:WOA eK.)
Ld Nrz.I wdl L I►Wfy ❑Ab ndr --nt l—J ovxe
6 DRILL METHOD:
PI AK Rotary L]Cable ❑Mud Rotary F�Olber
7 SEALING PROCEDURES:
6.0 UN.'W l.an Tn MC r Vetu... 1 \..I e1.cNne111aaned
anton4e 3 125000S 1 Pound
Wasdrlve eaoa UW47 Y fa0 5Mn De11th(s)
Ybs ditW SAD@ 1441191Mn 7 M yes FI Ncr 110w9
6 CASINGA_INER:
(M in.+ To . Mr.rW I c—.j l nN w~bW lhe.*a
Length of Headpl r e/glh10001
P"01 Q Yes No yT P* -
9 PERFORATIONSISCREENS:PACKER TYPE
Pedorallon Method — P b z I6d1
Sueen Type 6 Method of Installal . Err
/.om T� 5b13tt. IauM.e (.am.Nr M.I.nI lU �_
Comp:eled l>•put IA4ee\uraNe)
Dale: Stalled Cotmicied 3128100
10FILTER PACK: 14 DRILLER'S CER I .
!4.1 u..w rw r.00, To I VAam. &.4 P+.ot.a.N M.U..e IIWe w0y that a I minimum wea construction ataixfolds Wem
compll d W.th at the time the 1,9 was removed
Germany Name Andrew WNI 0041n Servkos.Inc ram No
11 STATIC WATER LEVEL OR ARTESIAN PRESSURE:
A berry ground Artes.an Pressure Ib Pf'oopal DrAer oats
and
Depth nuw oncounte(ed. A PIMra Opaekln Dale. lr
Describe access pod or control devices Sanhwy Weal Cap Operator 1 ILIt
20

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 143 of 237
Well 3 abandoned(cont'd)
4ZA -
rirn2kar IDAHO DEPARTMENT OF WATER RESOURCES GAU10OnY
WORM)No
41o2 WELL DRILLER'S REPORT hspectedbo,
Andw re
1 WELL TAG NO. D 0045656 _114_Ira Ir4
ORKtINO PERMIT NO 12 WELL TESTS: tat Lag
Water Right ox Injection Well No 0 Pump [l Balk, ❑Air n9❑fl0vn ARCS�an
2 OWNER: blewdmn I PrxnF lavl Tme
Name FAIN Woo Compan Inc TEST WELL
Address. 1 me
CAy: Idaho Falls State: I SM06
YValei Temp Bd110m h01e limp
3 LOCATION OF WELL by legal doserlptlo7n. Weser Ouasty IeN or co"Whi
Ycu must r+omo addrom or Lot Got Sub.Or Dktxllcns WWII. Depth Fist walor encowlered
Two 2 North W South 13 Oosetwe reparrs or Wsnoonment)
Rga 38 8 East Or West hoe From to Mw,wks:Lwdoor We ar e Wy s tv.vg(0 re y N
See IT. Im MF IN 5a u4 OM
rO&(*$ gAnee 103Apee l(r o 1 IS61 a
Gowl Lot County BOWWAe 1 41 1 crvat a a Band x
Lot. 43:31.08Y Long. I 47 ell Basal krll greyx
Address o 07-002431IDabotah se 97 Como a said x
City-.ldsho Falls W 97 122 Gravel&terd x
/Ol,en rain nswe or Rood.Oltui' W Asoador tw""A) 122 440 asak.rm W x
Lt. 04 Sub NUM 140 140 111,114111 broken :
1" I82 a"Nor grey x
tat 100 134sallherd r x
4 USE: 19D 105 CRdws x
eDOt vwc H 1'tUlKlpal ❑Monitor ❑)rrlgation 105 214 b(*kM x
Thorn&? L�InJettwn ❑Other 214 M Ckden t
230 242 Omsk broken 9 e1 x
6 TYPE OF WORK: (Re9IX"wr4 er) 242 241 BASAfgm x
n New Well O Modify ❑AbwWwrlent ❑Other N7 261 Woken greyx
251 253 CLwt--n x
6 DRILL METHOD: 253 2s5 Bnakbfoktngleyx
Q AIr Rotary ❑Cade ❑Mud Rotary []Do,,, a 7a5 763 B"Woken ores x
263 1 265 B"trm grey x
7 SEALING PROCEDURES: gas "ll 164nakbrokM•city s
Sett Y.rirW From To Vhehlh V(r" SOM►wi wr Nst d 296 301 Bgae Trm x
_ 301 3" Bstae hard Or x
3" 310 Beeaa Mok4n r
Was dl,re shoo used? i Y NO Deplh(s) 4 370 39-0 a pavM arras x
was dr.vv spice$"1oeNd? -Yes I INO How? 300 396 Gravel.Send x
6 CASING/LINER:
W IrVn To O++9e IXMW � �r W lrvleoia
1 • 4 SO 3I001 V � `IILNJ�JI
stee
6" • 1 ' steel1
on , 0 pi p a oogt o arplpa:
P.A.r❑yes 110 Type
.l
9 PERFORATIONSISC R EE PIS:PACKER TYPE
Perlorallon Method
Screen Type 6 Method of Installation
Fro« To •e Nurser cwvla r Mowwi Ceerp mar
8 Cornplated arced 386' (MepComp)
Data. Started �- Completed 371SN7
10 14 DRILL CERTIFICATION:
SW s/eriei Iron To VrelpN I Voerria teal I, mom Urtwd IM7e cert-ly that all min WMM well construction standDrds%%*to
cwmplbd wah at the lime the rig was removed.
Company Name An Well 061114io eervlt e•hic Farm No 5
11 STATIC WATER LEVEL OR ARTESIAN PRESSURE: ��
105(1below ground Artesian Pressure: Ib Pdncloal Driller Date.
Ord o l�
Depth Row encountorod: R Draer or Operator[IDate:i 4
Describe access port or control devices'. Sanlaiv W6111 Cap Operator 1
21

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 144 of 237
D.Well
{, t,;w
use TyplylRlT111 OR `•T /Ad{ _
BALL POINT►EN Department of Water AdmltlLlratton
WELL DRILLER'S REPORT
we:CL � Stole law roquu.s that this report be filed with the State Reclamation Engineer
within 30 days afut completion or abandonment of the well,
1.WELL OWNER 7.WATER LEVEL
Name_ falls VfIl Company _ Stati—ate,lentil_68 feet below land.,face
Flowing? ❑Yes O No G.P.M.flow
r Address 405 llth Idaho FAlla, l_t�V TempsralWe--F. Duality—
Attention closed In pr=ure p•e I.
Owner's Permit No. '25-7047 __ Controlled by ❑Valve O Cap O Plug
I s.NATURE OF WORK S.WELL TEST DATA
0 New well 0 Dooponed 0 Replacement ❑Pump 0 Boil. ❑Other
DfhM•rp d..M. Drew Gown aura Forrestal
0 Abandoned ideectibo method of abandoning)
S /110/OEID W/ If Iv}�
O OeRIwUe O Irrlgnlon 0 Test {�I Y. LITNDLOOIO LOG
1 NW �M wow
O Municipal 0 Industrial ❑Stock "am
Prom To yes Ilr
�.METNOD DRILLED
0 Cabla 0 Rotary 0 Dug ❑Other
d.WILL CONSTRUCTION +"-
?,—Davin
Dlnttetn of hole _16 Inch= Total depth 11 2 ten eeeod�r+
Calling whedul/i 13 Ste, O Comets
TkleLees R\ois mesw I— To
r,
Inches-�— Inch= f1_ feet 72 Ili Milk
Indies 1 t� Inchon --t&_ feet _95__fact
Irm*m Inches fact Teal
Inchon Inches feet f=t
Inches Inchon hot _feet
Was a pooker of MM uswd? 0 yes El No
Feetkntad? O Y= O No
Now perforated? 0 transitory O Knits 0 Torch
Slesofperfornk. _InM=by_ Inches
N-0m Hoah To
perforations feat feet
perloralbM yet Iran
perlofvd" lest teal
Well swoon InaWkd7 O Yoe ❑No
MarrufroWrw's noon
Typo Mod,No.
DMm=es_tlocaha_seKfrom hates fan
Mantes_Slot/es_Eat from la,ed het
Oros,packed? 0 Yee ZI No Site of Renal
/hoed fran tat to fen
5 ft. uuddlLnR clay
Surfwo wall? fl Yen O No Te west depth��5 rf �eet
MataW used In se, O CWMM WM lCl►iddWNW,
S LOCATION OF WILL
aft eel,map kfenlon nmo Was,with written location. 10.
WorlietaAsd Me rr•h
WELL
4-t
11.ORILLER'I CERTIFICATION
Thiswell villadrilled u,drr my aupervlalon end thleupon Is
'._. true to the beet of my knowledge.
R. Y. GOP» Mell Drlllina 2A
olis�.er • -
County Bonneville 111,N3 Box 1,70 Idaho Fall. Tdahn
SS 6X�4PL%/pa-.l�_ T.�NIS,11.,1aBl�IW MAX tD.
gbmdov
22

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 145 of 237
I•;. Well 5
Form 23B.7 STATE OF IDAHO USE TYPEWRITER OR
I I'B DEPARTMENT OF WATER RESOURCES 9ALVIGI JE11
WELL DRILLER'S REPORT It-1- tr? "
State law nqulnt that this report be filed with the Dhactot.Dpertment of Water Reeouro" -
within 30 days after the oomplelWir,or abrdonmant of the well.
1.WELL OWNER 7.-WATER LEVEL -�f-
Name _�.r
xJ,•i 6�,i;; t'n :.l;cr.sc 1 Static water level `!2 feet below land sui•/aQe..,I.
Flowing?Address ❑Y" l8 No O.P.M.IIOW
nC' .Cis 'L!'QC't '.L'd. .jtinJtu A►ptlen closed-in pressure
Gntnolld by: O VolvoO Cep. O plan;`;.
Owner's Permit No._ 7amporature _OF, Duality •r"'''f' I
2.NATURE OF WORN r IL'iALLT19T DATA '+ '•'
O New well ❑Deepened U Replecoment .•*1]hr^�P �]saNae,s ❑ :.., I
❑Abandoned(describe method of abandoning)
AI.
3.PROPOSED USE •i - ',l`
17 Domestic ❑Irrigation U Test 13 Municipal @.)i,THOLOOIC LOG
13 Industrial ❑Stock ❑Wane Disposal or Injection '
❑Other --__ - hpeclly type)
To
r
4.METHOD DRILLED
❑Rotary ❑Air ❑Hydraullc O Revers rotary '
0 Cable ❑Dug ❑Other
6.WELL CONSTRUCTION xv
-d •
Bt sit .t v
Casing schedule: Cl Steal ❑ Concrete ❑Other 2
Thickness Memo", From i0 tkrma
Inches—2( _ Inches+ ^� feet :j -feet 32 m•
Inches-- -� Irxhee feetI_�feet10
inch" Inches feet_feet 20 Oil 11
Inch" Inches feet feet en
W"cuing drive shoe used? (3.Yes ❑No 7.04 AMID
Wise s packef or s"I used? ❑Y" O No 20
Perforated? Ll Yes W No 81
Now perforated? ❑Factory ❑Knife ❑Torch 20 Scaid
Site of perforation Inch"by_Inches 20 �• 71 ffl' ,iP- •c
Nurrgss From To 2O �2 Q C1nd :r
Perforations feet ,feet 22 9r0?t hit �. A,rt.•
25
Perforations feet feet , 2 2 R 1'R'Ok� a . . r•
perforations feet feel .2 R 2
Well Screen InRslled? ❑Yes L3 No Or
Manufacturer's name ro Ot' Dt'ok /.
Type MadN No. 2 1 Gr SoUd 8 s
Diameter Slot size_Set from _fast to—foot
297 Crack Or 9
Dismal"_ Slot Uts_Set from _feet to_feet U r•
Gravel packed? ❑Y" 15 No O Sin of gravel ^�
Placed from feet to feel i'•" •`'
Stitrlaca"eel dpp/tit Metarlol used In seal: Mi Osment grout
.if=/'to{ilte 13 Puddlingclay ❑Well cut....-
Setting procedure unit: ❑Slurry pit O Temp,surface using '
13 Overbore to fast depth
Method of joining casing: O Threaded O Welded O Solvent
Web
O Camentd between«rste
Describe access port 10,
work
flnhited
B.LOCATION OF WELL 11, DRILLERS CERTIFICATION
Sketch map 10"tionmud agree with written location. ItWo colts that al minimum wall y i1 N ry oonepsjtNprs etendai'da lryei.
Subdivision Name
complld with at the time the rlgww removed.
t t ?
— Flrm Name AlidrfM Kell llr�No.
W i E — Address 1266 Xrkat 17th Street Qma. 6.266.79<r;:
..e.. ••e•' Lot No. BlDck No.__ _ .OnktO •R, e, ..GR G 1t01 —� y,+.
Signed by(Firm Official)
�asntY and .�r
IOPentarl -
• ,T. N/S,R. F/W.
23

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 146 of 237
P. Well 6
rnim 238 7 STATE OF IDAHO USE TYPEWRITER OR
Sio2 wiPARTMENT OF WATER RESOURCbo BALLPOINT PEN
WELL DRILLER'S REPORT
Stale law rectulms MN this report be filed with the Director,Department of Water Resources
within 30 days alter the comisfollon or abandonment of the well.
1.WELL OWNER Falla Water Co., Inc. 7. WATER LEVEL
Nerve rWayne Wilcox Static water level 50 feet below land wrfate,
1,05 Ilth Street Flowing? ❑Yes 10 No G.P.M.flow
Address Idaho Faille, ]d 031401 Artesian closed-In pressure P.I.I.
Controlled by: ❑Valve ❑Cep ❑Plug
Owner's Permit No. 25-117-Z-W* Temperature OF. Oustity Oaod
l — —i.,rm.rrema.r.rur.,oaoeasw
2.NATURE OF WORK 8. WELL TEST DATA
X.]Now well ❑Deepened ❑Replacement ❑Pump 0 Batter 0 Air O Other
❑ Abandoned(describe abandonment procedures such as
materiels,plug depths,etc.In lithologic lop) 01chug.G.P.M. Pumpla L.+H I Haut,Pump.d
3.PROPOSED USE
❑Domestic ❑Irrigation ❑Test b Municipal 9, LITHOLOGIC LOG
0 Industrial El Stock ❑Waste Disposal or Inl.cllon
0 Other _ (specify type) gore D.Pth Water
Malaria oN
--- Olson.From To Ve N
21, U 1 1, Soil
4.METHOD DRILLED 1 110 l;rnvnl &)IJIt C.n X
O Rote ❑Air ❑Hydraulic ❑flevarto rotary 10 10 IAt'r (,ravel & C1R X
In
prAY2 < earr
XJ Cable ❑Dug ❑Other U
u u n X
S.WELL CONSTRUCTION, TJ CO mna11, boulders h clay X
Casing schedule: 15 Steel O Concrete OOther _f4o n i)a mall. broken k,city X
nr 2 IMnnit fi tu•e X
Thlesnar 0l.mna From To - -y2 - i t.ouree nand s bro.en rock
•250 Inehn 2h Inehas a 1 lost �O� feat r, y sell, rim r X
.250 Inches Inches �feet Meat Ut flnen t. hArrl r v
Inches Inches feet _feel lU ] i)Reoll, hard rrml,tn•ell ray _
Inches Inches feet leer • , 144 Cinders black sand raid X
Was casing drive shoe wadi Vas ❑No lhl. 1 0 C nddre sumo nand teed X _
Was a packer or lost used? ❑Yes CI No _
Pwforated? 0 Yee 0 No
Haw perforated? O Factory 0 Knife ❑Torch
Slsa of perforation __ Inches by Inchn _
N.~ From To _
parforation% Not (Set
perforations feet lost
perforations feel fast —Well screen Installed? O Yes It No
Manufacturer's name _
Type Model No.
Diameter_Slot also_Sol from _feet to_lest
Diameter_Slot size_Set from _lost to_fast _
Gravel packed? 0 Yes)b No O Size of gravel
Pieced from last to feet _
Surface seal depth )+ Material used In tool: CJ Cement grout _
E)Bentonlle ❑Puddling cloy 0-
Sealing procedure used: ❑Slurry pit '0 Temp,turlace cosing _
:O Overbore to seal depth _
Method of joining casing: O Threaded :0 Welded Cl Solvent
Weld
O Cemented between Urals
Describe access port 't•J J •,4) 10.
Work started )•/!�/fhl Iinbhed
S.LOCATION OF WELL 11. DRILLERS CERTIFICATION
Sketch map location must agree with writion location. I1W@ certify that all minimum well construction standards ware
N oomplled with at the lime the rig well removed.
t Subdivision Name
-i-- --�-- Firm Name hntlz+•rr '••71 ,.•1711»;plrm No.
, Ir
W fl Addrm])!1! le. 171.h ftreeL Date 3�20�49
Lot No._Block No.--- tr' to 3L(3,
Signed by(FirmOfficial) __ ..Z
S and
County :lowleviAn
IDporalor) E•
IA' K t.t,--R Sag, ] ,T. _NIh,R;" F/W.
24

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 147 of 237
G. Well 8
L) S REPORT OF WELL DRILLER
state of Idaho
State law, requires that this report shall be filed with the . to Roclamation
Engineer within 30 days after completion or abandonment of the well. Total
ito of drilled hole:�T ng water
WELL OWNER: depth of Well: Temp.
Nam ee•8 level below ground: m
Address Fehr. ° Test delivery: _c gP
or Pump? ❑ Bail U
Site of pump and motor used to make teat:
Owner's Permit No. Hrs. Min_
NATURE OF WORK (oheok : ,RR"lacendoaed 1❑ Length of t me of test:
I New well ❑ Deepened lJ DraWdown: ft. Artee wn pressure: ft.
Oive flow ofe
Water is to be used for: Cable above land surface V ressure:
METHOD OF CONSTRUCTION: Rotary ❑ Controlled by_ Vahuto
lve Cap Plug
❑ Other No control ❑ Does well leak around casing?
expla a — —
_ Yeldsd Yee ❑ No ®MATERIAL WATER
OASIpO SCHEDULE: Threaded DEPTH YES OR NO �p
"Diem. from f / ft. fo �it. p,ROM TO 4
_"Diam, from ft. to CS
"Diam, from�ft. to �ftft. FEET FEET
1
. :.
Diam. from ft. to M— ater�al:
Thro—nems Of owe ngl
Steel m concrete ❑ wood other ❑
explain PERFORATED? Yee ❑ No © Type of 1
perforator used: C ee� 6y
Size of perforations: ft.bto —ft.
_perforations from ft. to ft.
_perforations from tt. to ft. 11b
rforatione from ft. to ft.
perforations from ❑ No ❑
WAS SCREEN INSTALLED? Yee
Manufacturer's name - -
Type Model No. yp
Diam. S of sizo Set fromft• 'to—It
Diam.___Slot size-3et from_-ft. to ft
ravel packed? Yee ❑ - rSaa
CONSTRUCTION: Well g Orave1
No. Bite of gravel 175 nas
planed ft. to t-3ur�a°e seal
prov}ded? -4ie No� To what depth?
r
ft. Material used in eeal:�
Did a6h strata contain unuew le water as
' No. Type of water:
Depth of strata— �ft. Metho of eealin
i
strata off: -
-_-0aaalt------
No❑.
' Surface casing used? Yen
Cemented in place? Yee Lp No
49
Locate well in section H a —
or arts
-1- Work finished:
1 Well Driller's Ste ement: hie well was
1 1 drilled under my supervision and thin report
Soo knowledge.
1 1 in true to the boat of my dory��
1 1 Name:
Address:
1 1
1 I Signed by: ate:
Lioenee No.iY _
LOCATION OF WELL: County NHS R. E/W
Us* other Bide for additional remarks
25

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 148 of 237
H. Well
11/12/2008 09:21 12065229232 SCHIESS&ASSOCIATES PAGE 02/03
LJ 9
ranbe•? IDAHO DEPARTMENT OF WATER RESOURCES GtOce Use Only
Wall ID No,
am& WELL DRILLER1 REPORT Inspected by:
Anaray. rwo--7— g° 1 e0"T
1 WELL TAG NO. n 0040514 rsr Long:
GRILLING PERMIT NO 12 WELL TESTS:
Water Right or Injaction'Well No. D Pump ❑Bailer ❑Air ❑Plowing"On
2 OWNLR: Vud Go Drswaown Pum In Level Tkn■
Name Falls Water com an Ind.Produutlon Will 70' Is
Addreas� eb n Drive
City: e o eta State: 10 Zip:83400
Water crap Bosom hole lamp
3 LOCATION OF WELL by legal description, Water Quadly lost or oomm6nta:
You metal provtdo address or LOL Slk.Sub,Or DlfaUM to wall, Dopth Ora water encountered:
TWO 2 B North or ❑South 13 IT C G: Dnsadbo repaint or sbandonment)
Rga 38 ✓ list, Or ❑West pine srom to m.mxrkst LMohey.wNa ck,asq A T,.mp^mu,m v N
104 Ni 114 lie 1st
1oArree 4oArna T « 24- 0 3 T oil x
GOv'tLot County Bonnowlllo 3 to Oravd sand x
Lot: 43:31.0813—Long: 1111:57,909 Id 41 Orevt),land x
Address of Wall 8V. 2431 Os ore 41 46 ravel sill x
City:Idaho Faille 46 40 86-Hlw revel x
love at Nast some of mood HN+ierlat to vodw LmldnNnr) 41 83 Bleak biked hard x
Lt. Elk Rub.Name: ea e4 erakan black boaep x
04 a6 aid black bassll x
a6 87 /and baull,minor gravel x
4 U881 e7 Da Somali x
BDomesdc Municipal Q Monitor El irrigation 20' 06 /e lie to medium sand x
Themrial ❑Infection Other a6 1f0 Coorae send,gravel,cobbles x
110 lie Fine gravel,band x
8 TYPE OF WORK: (RopincomontOtt) lie 1 120 Pro sand,gralvel x
21 New Well❑Modify ❑Abandonment ❑Odler 110 tAt Fine sand gravel,brreoit x
121 123 11■4e4 x
8 DRILLMET1100; 123 139 era a IackOeee x
Air Rotary a gable ❑Mud Rotary [3Other 130 146 Gm 4 black billion,brakes x
140 140 81arh based DrokbA x
7 SNALING PROCEDURES: 140 tee Firm black A91 sit x
6eN MNUNI Rom To Weight I 10e 11e Broken beck bass" x
Sea e •2 218 232 Borkm bleak b4oan w/amall cinders It
202 1 240 Broken black bees I caving x
Was anve shot usoo7 Y No�$hoe Depths) 248 AR m brill( x
Was ddve sho.ase)lined 7 n ves IJ No How? 231 200 Black hold basalt x
16- 268 280 ilk based slightly broken x
8 CASINGILINER! 212 209 FM1 Matte basalt x
Din rrme To MaNnsl c"I q 64xv w,.l�p0 W dad 219 340 Green assail x
[Sea a e 340 30a Bra00 gray re x
30o sae Broken eeh easy,land x
see Sae Gr One send x
Lengtho eo p": sage o T61lpipe; 1 300 374 Band, ravelto I" Iw x
Pecker❑Yes LJ NO Y�Pay 374 d04 6 eaxrf* Iewl some Me send x
3g4 400 Gravel,send x
1 PERFORATIONSISCR!ENS:PACKER TYPE 4D0 40e en see ravel dayx
Perforation Method: Faolo wound"V"Who Joe 401 Ler a "oolits" x
Screen Typo a Method o1 sea a a on: oun re asaopa 4oe 4/a vt Mau x
413 4u mvol,land x
From To:t IMMIR Manlwrf
DINnaler MA16M OaNnp r
sr ed 1 n u ✓ Completed Depth 408 (Mtaaurebls)
etesoo e 8 Dale: Slxrted r— Completed 3127/00
9O 14 ER%CERTIFICATION:
soolm"ll II From To I wallimilvailm eeNFhesnenlM■rMW IIWo codify Ih6t all mlmlmum wall construction standards were
oomplled With at the time the rIg was removed.
Company Name Andrew Wall btlillng SerVIOM,Imo.Firm No.6
11 STATIC WATER LEVEL OR ARTESIAN PRESSURE:
132 fl.bolaw round Artesian Pressure: lb Principal Driller Data.A✓ /
g and
Depth flow encountered: R Dauer or operator 11 Dole:
Describe access port or control dovloee; Well Cap Operator 1 CLADal17
e:
26

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 149 of 237
Form R3a•7 IDAHO DEPARTMENT OF WATER RESOURCES
cros WELL.DRILLE'R78 REPORT
Androw
1 WELL TAG NO. D 0048314
DRILLING PERMIT NO
Water Right or Injection ell No.
2 OWNER:
Name Falls Water Com an Inc.Production Well
Addra�r.: Sewn nve
City: a o ale ate: Zip: 53406
3 LOCATION 0r WELL by legal dosorlption.
You mull provide address orILot,BIk.Sub,Or Dlreadons to wall.
Two 2 ❑✓ North or ❑South
Rge �� ✓� East or [)West
Sac � , 114 NE 114 SG 114
IuMow 40Aar" 160Ams
Gov't Lot County Bonneville
Lot: 43:31,083 Long: 11 7.099
Address o e SI o: 2431 Dabofas city:
ao as
7 SEALING PROCEDURES:
yep1malwIll From To We hlrvetumo 3"1 P14c4ment mauwd
oment 0 .0 CY Tremmle
Cement 'E 20 remm e
ea Grave 9 (310vity
enton a 28 30' Olbe rav I.
ca 5an 33 9 010s Tremm o
WM%drive shoe used? ✓ Y No shoe Depth '
s) 122'-3
Was drive shoo seal lasted 7 ]Yes LI No How?
8 CASINGILINER:
Oni From To Cleo a Mnleral Cwln9 Lire WoldM Thre
21 z' .3s Steel ✓ ✓
18" •2' 26 0.37 eel ✓ ✓
—TT0 376 0,37 ee ✓ ✓
10' 7.4 7' c 40 toll ✓ ✓
engt o oa prl�e,: one h o elllplpe:
Packer[]✓ Yes U No yA-FIp.K
27

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 150 of 237
V1. Appendix C: Well 9 GWUDI Field Survey
GWUDI FIELD SURVEY
System name Falls Water Co,Inc
Source name Well s
PWS# 7100030
Source type Public water supply well
Maximum pUnlpinq rate 400 hp.3000 gpm VFD turbine pump
System representative: Tony Wise
Date April28,2015
N
A +
----------- --
200'
Diesel generator fuel lank 500'
Lot fence
—Railroad I'l Ammon Road
—Irrigation ditch
Map checklist:
200 feet limit: Unknown Municipal or on-site sewer lines the far side of N Ammon Road
may have a server line,if so..about 200 feet distant
500 feet limit:
Clone Dairies or livestock feeding operations none Injection wells
(lone On-site sewage systems or lagoons none Stormwater disposal systems
Irrigation ditch 175 ft Surface water Unknown Other sources of contamination
29

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 151 of 237
Water elevations
Source Elevation Date Pump rate
Well 9(this well) 132 feet below ground surface to static water level,2008 Test
pumped at that time for 24 hours at 300 gallons per minute with
78 feet of drawdown
Note measure the ground water surface elevation under maximum pumping
conditions,record the water elevation at maximum drawdown
Physical Attributes
Depth of source(feet) 418 feel
hlmimum distance to surface water(feet) About 175 feet to the east is an irrigation dd
Did construction problems allow surface water influence? Unknown
Describe the construction problem:
..............................................................................................................................................................................................................................
......,..................................,.,....................................................................................................,.....,.....,..........,,............................................................
........................................_.,......._...._.....................................................................................,...........................................................................................
Ana"is&Monitoring
Idonths with total cokform positive samples in the past 3 years None
Is disinfection used for this source? Yes
Is water quality monitoring required for this source(6 month minimum)? Yes
Has a posdrve hydraulic connection been established?No
MPA sample scores
Cate Score Date Score
No MPA was conducted.
................................I ............................I............ .,......................................................................
....,...
.......................................... ..., ...........,..................I....................................................................,..................._..........................
........................................... ................................................ ..................................................................
...............
,..,,,,..,.............
Comments
Thiswell and well lot look,good.................................... .... ........ ................._„....,......_...........,....,,....,....,..,............,,........
.......................................................................................................................................................................—...............................................................
..............................................................................................................................................................................._................................................
...............................,.........,..............................,...............................I..............,.,.........................................................._...............................................
..........................................................................................................................................._.,.....................,,..................................................................
............................................................................................................................................................................................................_..............................
..................................................................................................................................................................................................................
GWUDI DETERMINATION
Ground water
Influenced by surface water
Ground water,but further evaluation is recommended.
Date 412&2015
DEQ or HD representative mazzone
29

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 152 of 237
State of Idaho Public Water System Enhanced Sanitary Survey
WATER SYSTEM INVENTORY INFORMATION
survey date:F 4/28/2015 PWS: 7100030
Name of Public Water System: #of groundwater sources: 8 #of storage facilities: 0
Total
Falls Water Company, Inc. #of Surface Water Sources: 0 storage(gat): 0
Date of last survey: Health District: Q N/A DEQ region: ❑ N/A County:
10/0712009 FRO-Idaho Falls Bonneville
Number of service connections: Residential population: Status: Water purchased from: Lj NIA Water sold to: N/A
4076 Residential; —14,000 I�Apprnved Name: Leased well from PWS#:
85 Commercial. ❑Disapproved Lincoln Land Co.,LLC Name:
Owner type: Legal entity: Water system classification: Combined sources? Seasonal operation0 Yes ❑ No System classification: dates: N/A
If yes,❑Well Field Distribution: Date open:
❑� Community Water System ❑ Manifold/Spring Box DST2
2-private CM-company ❑Nontransient Noncommunity Sources Combined: Treatment: ❑ N/A Date closed:
❑Transient Noncommunity-NC see Comments
Responsible Charge Operator(DO): No DO Legal Owner's Name:
0 Mr. ❑ Ms. Tony Wise Mr. ❑ Ms. Brent Johnson
Properly licensed? Q Ye:❑ No❑N/A-GW-NC License type: DW132 ❑ NIA Mailing address:
Mailing address: license number: 11816 2180 N.Deborah Drive
2180 N.Deborah Drive City,State, Zip Code: Telephone
City,State, Zip Code: Telephone Idaho Falls,ID 83401 Day: 208-522-1300
Idaho Falls, ID 83401 Day: 208-522-1300 Night:
Night: Fax:
E-mail: Fax: E-mail:
Substitute Responsible Charge Operator(OP): No oP Individuals present during inspection:
❑� Mr. ❑ Ms. Brad Wright Name: Brad Wright Title: Cert.Operator
Properly licensed? ❑ Yes❑ No❑ N/A-GW-NC License type: ❑ N/A Name: mazzone Title: DEQ
Mailing Address: License number: Name: Titre:
2180 N.Deborah Drive Name: Title:
City,State, Zip Code: Telephone Physical location of the PWS(Township,Range,Section): t
Idaho Falls, ID 83401 Day: 208-522-1300
I
I
Night: I
l
E-mail: Fax: €
a
Samples taken E tthe time of survey by inspector? Survey performed by: Agency:
❑ Yes Q No Name: mazzone ❑IDEQ
If yes,what: Title: staff engineer ❑ Health Dept.
t
Phone#: [phone] ❑ Other:
yac nn n/a —1, nnta General Information Sanitary Survey Index �
❑v ❑ ❑ ❑ ❑ 1. Have previously required Significant Deficiencies&Deficiencies been addressed? Modules used: #
❑ ❑� ❑ ❑ ❑ 2. Have modifications been made to the PWS since the last ESS? Q General Information 1
❑ ❑ ❑v ❑ ❑ 3. If yes,are the modifications considered to be significant? ❑v Groundwater Source 8
❑ ❑ o ❑ ❑ 4. If yes,were plans and specs submitted to and approved by DEQ? Storage 1
❑ ❑v ❑ ❑ ❑ 5. Are there any known issues or problems with equipment or operation of the PWS Hydropneumatic Tanks 0
that could negatively effect the quality of the waterproduced? (Ifyes,comment) ❑Distribution 1 f
Comments: 0 Pumping 1
Sources Combined:Wells 2&4 are manifolded togeter;pumps 6&7 are in the same well. ❑v Financial Capacity 1
❑v Managerial Capacity 1 g
❑v Treatment Application 1
Il Disinfection 1
❑v Notes 1
❑Photo Log 0
Total Modules 17
,t

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 153 of 237
STORAGE
survey date 4/28/2015 PWS#:F7100030
Storage structure name: Storage structure ID#: COMMENTS:
Well 2/4 storage (Please indicate question number)
Physical location: Date in service: ❑ Unk This tank was originally
prior to 1976 designed to be a
Volume(gal): ❑ Unk pressurized tank,but now
5,000 gallons total;1,800 gal useable. serves only as a storage/
Storage tY(rw• Consfrvrliaty ❑ Elevated Type of.aWerial: chlorine contact tank.
❑✓ Reservoir/Tank Q Above Grnund ❑ Plastic ❑ Wood
❑ Standpipe ❑ Partially Below Ground ❑ Fiherglasc Q Metal
❑ Below Ground ❑ Concrete ❑ Naturally Contained
Total days supply(this structure): Date Last: inspected: U Unk cleaned: Unk
❑ Unk
How is the water level measured? ❑ Unk
yes no n/a unk note ALL STORAGE STRUCTURES
Q ❑ ❑ ❑ ❑ 1. Is the storage structure safely accessible to the inspector?
❑ ❑r ❑ ❑ ❑ 2. Is the PWS storage tank located within 600 feet of any municipal or
Industrial wastewater treatment plant or any land which is spray irrigated
with wastewater or used for sludge disposal?
❑ ❑.r ❑ ❑ ❑ 3.Are any of the storage structure drains directly connected to a sewer or storm drain?
❑ ❑ ❑r ❑ ❑ 4. Is an overflow provided that discharges to daylight in a way that will preclude the
possibility of backflow to the reservoir and,where practical,provided with an expanded
metal screen installed within the pipe that will exclude rodents and deter vandalism?
❑ ❑ ❑r ❑ ❑ 5. Are overflows brought down to an elevation between 12 and 24 inches above
the ground surface? (2Xthe diameter or the discharge pipe above a basin rim)
❑ ❑ Q ❑ ❑ 8. Do overflows discharge over a drainage inlet structure or splash plate?(storm or sanitary)
.r❑ ❑ ❑ ❑ ❑ 7. Is the storage structure secure from unauthorized access?
❑ ❑ ❑ ❑ ❑ B. Does the storage reservoir have a watertight roof or cover and is i1
sloped to facilitate drainage?
❑J ❑ ❑ ❑ ❑ 9. Is the storage water protected from contamination?
2 ❑ ❑ ❑ ❑ 10. Is the storage structure structurally sound?
❑ ❑J ❑ ❑ ❑ 11. Could vegetation In the area potentially impact the storage structure? (Recommended)
❑ ❑ ❑ ❑� ❑ 12. Is the storage structure designed so that it can be isolated from the distribution
system without necessitating loss of pressure in the distribution system?
❑ Q ❑ ❑ ❑ 13. Is leakage evident at time of inspection?
❑ ❑ ❑ ❑� ❑ 14. Is the storage structure interior coating or liner peeling or cracked?
❑ ❑ ❑ ❑ ❑ 15. Is the storage structure used to store finished wafer?
❑ ❑ Q ❑ ❑ 16. Are access manhole openings for the storage structure 4 Inches or greater above the
surface of the roof,with a cover 2 inches overlapping,water tight,hinged and locked?
❑ ❑ ❑� ❑ ❑ 17. Are all vents extended 12 inches above the roof and constructed to exclude potential
sources of contamination? (The overflow pipe shall not be considered a vent)
yes no n/a unk note ABOVE GROUND STORAGE
❑ ❑ ❑r ❑ ❑ 18. Do all vents open downward and are they fitted with a 4 mesh non-corrodible screen?
yes no n/a unk note GROUND-LEVEL.PARTIALLY BURIED,of BELOW-GROUND STORAGE
❑ ❑ Q ❑ ❑ 19. Does the overflow for the storage structure have a vertical section of pipe at
least 2 pipe diameters in length?
❑ ❑ ❑ ❑ ❑ 20. Is the overflow for the storage structure provided with either a 24 mesh non-corrodible
screen installed within the pipe when practical,or an expanded metal screen installed
within the pipe plus a weighted flapper or check?
❑ ❑ ❑ ❑ ❑ 21. is the area surrounding the storage structure graded in a manner that will prevent
surface water from standing within 50 feet of it?
❑ ❑ ❑ ❑ ❑ 22. Are all vents for the storage structure open downward with the opening at least
24 inches above the roof or the ground level and covered with 24 mesh non-corrodible
screen to exclude potential contamination?
yes no n/a unk note PARTIALLY BURIED OR BELOW-GROUND STORAGE
❑ ❑ Q ❑ ❑ 23. Are"ALL"manholes elevated 24 inches above the surface of the roof or the ground
level,which ever Is higher?
❑ ❑ ❑ ❑ ❑ 24. Is there a minimum distance of 50 feet between the storage structure and any
non-potable main,standing water,or other possible source of contamination?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 154 of 237
GROUNDWATER SOURCE- PGA
survey dale:1 4/28/2015 PWS#: 7100030
Tag#: Common name of source: Source: Is this source treated? Yes No
E0007128 Well 1 ❑✓ Well - ❑ Manifold Treatment Objective: ❑N/A
Physical location: ❑Spring—► ❑ Spring Box
D-disinfection;see comment
South central service area Treatment types: Lj N/A
(Identify Treatment Train In Comments)
Is there a well log for the groundwaler source? ✓ Yes No N/A Unk 423-hypochlodnation
Pump capacity(GPM) Casing Shepn) Dale drilled- Well depth(ft) Casing deplh,14) Grout dRn►ttff►,1 Static water deplh,f$l
750' Unk ✓ Unj- 1976• ✓ Un 215 UnJ__ ✓ Unk 20"" Unk 47— Unk
IS the casing screened? Screen depth((t): N/A ✓ UnIC Is the casirip,nerforated? Perforation depth(ft): ✓ N/A
❑ Yi-c ❑ No ❑✓ Unk From: ❑ Yes ❑ No Q Unk From: ❑ Unk
N/A To: I E3 N/A To'
Latitude Daclmal):
Long Ilude Decimal):
All Sources COMMENTS:
1. This source Is Please Indicate question number
0 Active ❑ Proposed Treatment:this well pumps to waste at
yes no nla unk note ❑ Inactive ❑ Emergency(<60 days per year) start up to remove sand.
❑✓ ❑ ❑ ❑ 0 2. Has there been a Source Water Assessment conducted for the source?
Date: see comment 2 "PUC data, Other l"IX data:
❑✓ ❑ ❑ ❑ ❑ T Has a final GWUDI determination been done for this source? -68.782 MG production in 2013;
Date: 8/1/2003 65 psi discharge;-VF'D turbine pump.
ax no nia unk not« WELL INFORMATION
✓ LJ U 4 Is the well on a separate lot that Is large enough to provides minimum +*1976 Driller's Report:
Significant Deficiency distance of 50 feet between the well and the nearest property fine? the report is attached to the narrative
(applicable If constructed after 11/l/77) write-up of this sanitary survey;
Are the following minimum distances from the PWS well being met? - 12 inch diameter hole to 215 tact,no
❑ ❑ ❑✓ ❑ 5. Gravity sewer line._ ._.... ............................50 a. casing sire is specified. This 1976 well
❑ ❑ 0 ❑ 6. Pressure sewer line... .................................tall ft.
log,the only one found,indicates the wet
Q ❑ ❑ ❑ 7. Individual home septic lank............................1.100 a. was existing and deepened in 1976-
❑✓ ❑ ❑ ❑ 8. Individual home disposal geld...........................100 a. •test data:6 ft of drawdown at 8 hours o
21 ❑ ❑ ❑ 8. Individual home seepage pit.....................-......100 a. .110 gpm discharge;63 ft of drawdown a
21 ❑ ❑ ❑ 10. Privies.........................................................calla.
8 hours of 1100 gpm discharge.
p ❑ ❑ ❑ tt. -Livestock...................................................son -the well log is attached to the 2015
El ❑ ❑ 12, Canals,streams,ditches,lakes,ponds and sanitary survey narrative report.
tanks used to stare nonpotable substances........501t.
❑ ❑ ❑ ❑ 13 Are pesticides,herbicides,fertilizers,portable containers of petroleum
products,or other toxic or hazardous materials stored on the well lot? 2.The report was compacted December
❑ ❑ ❑✓ ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot? 17,2001,Potential contaminant
Cl ❑' ❑ ❑ 15, Is the well In a pit? If yes,Date constructed: information was updated on March 15,
❑ ❑ Q ❑ ❑ 16. Was the wall that is located In a pit Installed after 11/5/84? 2013.
❑ ❑ 0 ❑ ❑ 17. If pit was Installed prior to 11I5I64-Has DEQ granted an exception and
does the pit have water tight construction of pit wails and floor,a floor 5-12:llte well is located along Ammon
yes no n/a unk riots drain and an acceptable pit coven Road,it is unknown what changes have
✓ 18 Is ate well protected from unauthorized entry? (Recommended) been made regarding wastewater
✓ 19. Does the casing extend a minimum of 18 Inches above the final ground collection lines since installation of the
Significant El Deficiency surface and/fir 12 Inches above the pump house floor! well.
✓ 20. Is the well vented with the open end of the vent screened and
terminated downward at least 18 Inches above the Mel ground surface?
❑✓ ❑ ❑ ❑ 21, Is the well provided with a sanitary cap that prevents surface water entry?
Q ❑ ❑ ❑ 22. Is the Well cased and sealed In such a manner that surface water
canllol enter the well?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 155 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 1 4/28/2015 PWS#: 7100030
yes no nls unk note WELL INFORMATION(cunt.) COMMENTS:
Q ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample lap provided on the well discharge pipe Please Indicate question number
prior to treatment?(Threaded lap Is approved with backfiow preventer) 35,The floor drain/sump pump is
24. Is an instantaneous and totalizing flow meter equipped with nonvolatile approxalely 1 foot from the well. The
Unnecessary memory Installed on the pump distribution line of the well and Is It pump to waste cistern is within 30 feet,
maintained and working properly? 7,683,600 gallons though it may be plumbed away from the
Q ❑ ❑ ❑ ❑ 25. Is a pressure gouge provided at all Installations and Is tl maintained well.
and working properly? SS psl.
Q ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no Na unk note PUMP HOUSE(Any structure containing important water system components)
Q ❑ ❑ ❑ ❑ 27. Is the source located In a pump house?
❑✓ ❑ ❑ ❑ ❑ 26. Is the pump house kept clean and In good repair? (Floorcracks?)
Q ❑ ❑ ❑ ❑ 29, Is the pump house protected from unauthorized personnel?
Q ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
Q ❑ E] ❑ ❑ 31. Are all non-sample laps Installed In the pump house equipped with an
appropriate backflow prevention device?
32, Is adequate ventilation provided In the pump house for dissipation of
Significant Deflciency excess heat and moisture from the equipment?
33. Is adequate heating provided In(he pump house to provided safe and
Significant Deficiency efficient operation of equipment to prevent freezing 7
34, Is the pump house protected from flooding,have adequate drainage,
Is the floor surface at least six(6)Inches above the final ground surface,
and Is the ground surface graded so as to lead surface water away from
the pump house?
35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ Q ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no nla rink note SPRING INFORMATION
❑ ❑ Q ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and vold of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 3e. Is surface water diverted from the 100 root protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39, Is the spring housed in a permanent structure and protected from
contamination Including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded lap Is approved with backfiow preventer)
❑ ❑ ❑ ❑ ❑ 41- Is a flow meter or other flow measuring device provided?
you no We unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ Q ❑ ❑ 42 Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply Intake located above the Hour of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination Including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45 Is the access port fitted with a solid water light cover which overlaps a
framed opening and extended down around the frame at least 2 inches?
❑ ❑ ❑ ❑ ❑ 46- Is the access pan a framed opening that Is at least 4 inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at leas(twenty-four(24)Inches above the top
of the box or ground level,whichever Is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 156 of 237
GROUNDWATER SOURCE- PGA
sury date:1 4/28/2015 PWS#. 7100030
Tag#: Common name of source: Source: Is this source Treated? ✓ Yes No
E0007131 JWell 2 ❑u well Do ❑✓ Manifold Treatment Objective: ❑N/A
Physical location: ❑ Spring I ❑ Spring Box D-disinfection
Located in the south central region of the service area,this well field Includes the manifolded wells
2 and 4,adjacent to well 6 which contains both pump 6 and pump 7. Treatment types: N/A
(Identity Treatment Train/n Comments)
Is there a well log for the groundwater source? ✓ Yes LJ No N/A ✓ Comment 423-hypochlorinalion
Pump capacity(GPM) Casing si7A(In) Date drilled lWellepthd (ft) Casing depth rftl Grout dRnlhfnl Static water deplh,if)1
400 Unk ✓ Un ✓ unk
147' n Unil 84' Ej Unk f-,11 Unk 58' Unk
Is the casing screened? Screen depth(ft): N/A Unk Is the caslrlp,nerforated? Perforation depth(ft): LJ N/A
❑Yea ❑ No Q Unk From: ❑ Yes ❑ No 0 Unk From ❑ Unk
N/A To: N/A To:
Latitude(Decimal):
Lon Rude Daclmal:
All Source B COMMENTS:
1 This snurre Is' Please Indicate question number
0 Active ❑ Proposed Treatment:this well pumps to waste at
yes no n/a unk nolo ❑ Inactive ❑ Emergency(<60 days per year) start up to remove sand,
Q ❑ ❑ ❑ Q 2. Has there been a Source Water Assessment conducted for the source?
Date: see comment 2 *Well log:an abbreviated well log slates
Q ❑ ❑ ❑ ❑ 3, Has a final GWUDI determination been done for this source? (only):the geology;depth to 147 reel,
Date: 8l112003 water level at 58 feet;84 ft ors/16"
nn na n/a unk note WELL INFORMATION casing pis a steel drive shoe on the bottom
✓ LJ U 4. Is the well on a separate lot that Is large enough to provide a minimum of the casing;by R.P.Cope Well
El Significant EJ Deficiency distance of 50 feel between the well and the nearest property line? Drilling;no dale. See the survey
(applicable If constructed after 1111177) narrative for this abbreviated log.
Are the following minimum distances from the PWS well being met?
Q ❑ ❑ ❑ 5. Gravity sewer line...........................................50 ft. P1JC info:
El ❑ ❑ ❑ 6. Pressure sewer line................................••.....100 ft, -turbine pump at 40 hp,400 gpm&65
✓❑ ❑ ❑ ❑ 7. Individual home septic tank..............................too n psi discharge;67.262 MG produced in
0 ❑ ❑ ❑ s. Individual home disposal field.........................100 a 2013;chlorination;this pump shares the
Q ❑ ❑ ❑ 9. Individual home seepage pit..... _- _...—. -100 it, pressurized steel storage lank(tile only
Q ❑ ❑ ❑ 10. Privies........................................................100 ft. system storage)with well 4.
0 ❑ ❑ ❑ 11. livestock......................................................50 n.
L] ❑ ❑ ❑ 12. canals,streams,ditches,lakes,ponds and
tanks used to store nonpotable substances.........50It. 2.The report was completed December
❑ Q ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum 17,2001.Potential contaminant
products,or other toxic or hazardous materials stored on the well lot? information was updated on March 15,
❑ ❑ Q ❑ 14, Are pesticides,herble des,or fertilizers applied to the well lot? 2013.
❑ Q ❑ ❑ 15. Is the well In a pit? If yes,Date constructed: O
❑ ❑ Q ❑ ❑ 16. Was the well that Is located In a pit Installed after 11/5/64?
❑ ❑ Q ❑ ❑ 17. If pit was Installed prior to 11/5/64-Has DEO granted an exception and
does the pit have water light construction of pa walls and floor,a floor
yes no We unk note drain and an accoptabie pit cover?
✓ 18 Is the wall protected from unauthorized entry? (Recommended)
✓ 19, Does the casing extend a minlmum of 18 inches above the final ground
SI nlflcant Deficiency surface and/or 12Inches above the pump house floor?
✓ LJ LJ LJ LJ 20. Is the well vented with the open and of the vent screened and
terminated downward at least is Inches above the final ground surface?
❑✓ ❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry'/
0 ❑ ❑ ❑ 22. Is the well cased and sealed In such a manner that surface water
cannot enter the well?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 157 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 2 4/28/2015 PWS#.. 7100030
yes no n/a unk note WELL INFORMATION(cost.) COMMENTS:
❑J ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample tap provided on the well discharge pipe (Please indicate question number)
prior to treatment?(Threaded tap is approved with backflow preventer) 24.The flow meter may meter both well
J J 24. Is an instantaneous and totalizing flow meter equipped with nonvolatile 2 and 4.
❑Unnecessary memory installed on the pump distribution line of the well and is it
maintained and working properly? 133,975 gallons
❑J ❑ ❑ ❑ ❑ 25. Is a pressure gauge provided at all installations and is it maintained
and working properly? F--9-21 psi.
❑J ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no n/a unk note PUMP HOUSE(Any structure containing important water system components)
❑✓ ❑ ❑ ❑ ❑ 27, Is the source located in a pump house?
❑J ❑ ❑ ❑ ❑ 28, Is the pump house kept clean and in good repair? (Floor cracks?)
❑J ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑J ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
❑J ❑ ❑ ❑ ❑ 31. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
J LJ LJ U Lj 32. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
J 33. Is adequate heating provided in the pump house to provided safe and
❑ Significant ❑ Deficiency efficient operation of equipment to prevent freezing?
=Lj Lj U Lj 34. Is the pump house protected from flooding,have adequate drainage,
Is the floor surface at least six(6)Inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑J ❑ ❑ ❑ 35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ ❑J ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no n/a unk note SPRING INFORMATION
❑ ❑ ❑J ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 38. Is surface water diverted from the 100 foot protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39. Is the spring housed in a permanent structure and protected from
contamination including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded tap is approved with backflow preventer)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no n/a unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ Q ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45. Is the access port fitted with a solid water tight cover which overlaps a
framed opening and extended down around the frame at least 2 inches?
❑ ❑ ❑ ❑ ❑ 46. Is the access port a framed opening that is a1 least 4 inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)Inches above the lop
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 158 of 237
GROUNDWATER SOURCE- PGA
survey date:1 4/28/2015 PWS#.- 7100030
Tag#: Common name of source: Source: Is this source treated? El Yes D No
E00008064 Well 3 ❑ well 0- ❑ Manifold Treatment Objective: ❑ N/A
Physical location: ❑ Spring ❑ spring sox
This well was abandoned in 2008 according to IDWR rules.
Treatment types: ❑ N/A
(Identify Treatment Train in Comments)
Is there a well log for the groundwater source? 2 Yes No El N/A[A comment
Pump capacity(GPM) Casing size(In) Date drilled: Well depth(ft) Casing depih,tftl Grout derit(ft) Static water deplh,(fj)
Ll unk Un ❑ Un Un El unk ❑ Unk El Link
Is the casing screened? Screen depth(11): ❑ N/A ❑ Link Is the casirlppErforated? Perforation depth M: N/A
❑ Yp_a ❑ No ❑ Link From: ❑Yes ❑ No ❑ Unk From: ❑ Link
❑ N/A To: ❑ N/A To:
Latitude(Decimal):
Longitude(Decimal):
All Sources COMMENTS:
1. This source is (Please indicate question number)
❑ Active ❑ Proposed
Yes no n/a unk note ❑Inactive ❑ Emergency(<60 days per year)
❑ ❑ ❑ ❑ ❑ 2. Has there been a Source Water Assessment conducted for the source?
Date:0
❑ ❑ ❑ ❑ ❑ 3. Has a final GWUDI determination been done for this source?
Date:0
es no n/a unk note WELL INFORMATION
4. Is the well on a separate lot that is large enough to provide a minimum
Significant Deficiency distance of 50 feet between the well and the nearest property line?
(applicable it constructed after 11/1/77)
Are the following minimum distances from the PWS well being met?
El El El ❑ 5. -Gravity sewer line...........................................50 ft.
❑ ❑ ❑ ❑ 6. Pressure sewer line.......................................100 ft. f
❑ ❑ ❑ ❑ 7. Individual home septic tank..............................100 ft.
❑ ❑ ❑ ❑ 8. Individual home disposal field...........................100 ft.
❑ ❑ ❑ ❑ 9. -Individual home seepage pit.............................100 ft. z
❑ ❑ ❑ ❑ 10. -Privies.........................................................100 ft.
❑ ❑ ❑ ❑ 11. Livestock......................................................50 ft.
3
❑ ❑ ❑ ❑ 12. Canals,streams,ditches,lakes,ponds and ;
tanks used to store nonpotable substances.........50 ft.
❑ ❑ ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum
products,or other toxic or hazardous materials stored on the well lot? e
❑ ❑ ❑ ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot?
❑ ❑ ❑ ❑ 15. Is the well in a pit? If yes,Date constructed:
❑ ❑ ❑ ❑ ❑ 16. Was the well that is located in a pit installed after 11/5/64?
❑ ❑ ❑ ❑ ❑ 17. If pit was Installed prior to 1115/64—Has DEQ granted an exception and
does the pit have water tight construction of pit walls and floor,a floor
yes no n1a unk note drain and an acceptable pit cover'?
18 Is the well protected from unauthorized entry? (Recommended)
19. Does the casing extend a minimum of 18 inches above the final ground
Significant Deficiency surface and/or 12 inches above the pump house floor?
❑ LJ ❑ LJ ❑ 20. Is the well vented with the open end of the vent screened and I
terminated downward at least 18 inches above the final ground surface?
❑ ❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry? 1
❑ ❑ ❑ ❑ 22. Is the well cased and sealed in such a manner that surface water
cannot enter the well?
1
h
E

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 159 of 237
GROUNDWATER SOURCE- PGA
surveydate: 4/28/2016 PWs#. 7100030
Tag it: Common name of source: Source: Is this source treated? Yes No
E0007130 Well 4 0 Well 0 El Manifold Treatment Objective: ❑ N/A
Physical location: ❑ Spring ❑ spring Box
Located in the south central region of the service area,this well field includes the manifolded wells D-disinfection;see comment
2 and 4,adjacent to well 6 which contains both pump 6 and pump 7. Treatment types: ❑ N/A
(Identify Treatment Train in Comments)
Is there a well log for the groundwater source? Yes No N/A LJ unk
423-hypochlorination
Pump capacity(GPM) Casing size(ln) Date drilled Well depth(ft) Casing depth,tf;1 Grout dentlt(ft) Static water depth,rf)1
1500' Un •• U.
5/6/1974 un 142 Lin 95 Unk 15 Unk 68"* Unk
Is the casing screened? Screen depth(ft): N/A unk Is the casinp,nerforated7 Perforation depth(ft): N/A
❑Yes Q No ❑ Unk From: ❑ Yes Q No ❑ Unk From: ❑ Unk
❑ N/A To: El N/A To:
Latitude(Decimal):
Longitude(Decimal):
All Sources COMMENTS:
1. This source s. (Please indicate question number)
❑� Active ❑ Proposed Treatment:this well pumps to waste at
yes no n/a unk note ❑ Inactive ❑ Emergency(<60 days per year) start up to remove sand.
❑Q ❑ ❑ ❑ Q 2. Has there been a Source Water Assessment conducted for the source?
Date:0 *PUC info:
❑✓ ❑ ❑ ❑ ❑ 3. Has a final GWLIDI determination been done for this source? -168.7 MG in 2013;shares the
Date: 8/1/2003 pressurized steel storage tank with well 2
es nn rva unk sofa WELL INFORMATION -150 hp&1500 gpm capacity at 65 psi
4. Is the well on a separate lot that is large enough to provide a minimum discharge turbine pump. j
Significant Deficiency distance of 50 feet between the well and the nearest property line?
(applicable if constructed after 11/1/77) **1974 well log:16 inch diameter 114"
Are the following minimum distances from the PWS well being met? thick casing to 72 feet; 12 inch diameter
❑ ❑ ❑ ❑ 5. Gravity sewer line...........................................50 ft. (1/4"thick?)casing from 68 to 95 feet; t
Q ❑ ❑ ❑ 6. -Pressure sewer line,......................................100 ft.
no well test data;static water at 68 feet.
❑� ❑ ❑ ❑ 7. -Individual home septic tank..............................100 ft. R.P.Cope Well Drilling. z
❑� El ❑ ❑ a. Individual home disposal field..........................A00 ft.
Q ❑ ❑ ❑ 9. Individual home seepage pit.............................100 ft. s
2.The report was completed December €
Q ❑ ❑ ❑ 10. Privies.........................................................too ft. 17,2001.Potential contaminant
R] ❑ ❑ ❑ 11. -Livestock......................................................50 ft.
information was updated on March 15,
Q ❑ ❑ ❑ 12. -Canals,streams,ditches,lakes,ponds and 2013.
tanks used to store nonpotable substances.........50 ft. s
❑ ❑� ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum
products,or other toxic or hazardous materials stored on the well lot? 3.No GWUDI determination was found
on file,but it is assumed one has been
El El ❑Q ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot?
❑ ❑� ❑ ❑ 15. Is the well In a pit? If yes,Date constructed: F done based on the age of the well and
❑ ❑ ❑✓ ❑ ❑ 16, Was the well that is located in a pit installed after 11/5/64? review by previous sanitary surveys. I
❑ ❑ Q ❑ ❑ 17. If pit was installed prior to 11/5I64—Has DEQ granted an exception and -
does the pit have water tight construction of pit walls and floor,a floor
yes no n/a unk note drain and an acceptable pit cover?
18 Is the well protected from unauthorized entry? (Recommended)
19. Does the casing extend a minimum of 18 inches above the final ground
Significant Deficiency surface and/or 12 inches above the pump house floor?
Q ❑ ❑ ❑ ❑ 20. Is the well vented with the open end of the vent screened and
1
terminated downward at least 18 Inches above the foal ground surface? a
Q ❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry?
Q ❑ ❑ ❑ 22. Is the well cased and sealed in such a manner that surface water
u
cannot enter the well?
Nj
v
1
1
a
u
5

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 160 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 4 4/28/2015 PWS#: 7100030
yes no Wa unk note WELL INFORMATION(cont.l COMMENTS:
❑✓ ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample tap provided on the well discharge pipe (Please indicate question number)
prior to treatment?(Threaded tap is approved with backflow preventer) 24.The flow meter may meter both well
❑✓ 24. Is an instantaneous and totalizing flow meter equipped with nonvolatile 2 and 4.
❑ Unnecessary memory installed on the pump distribution line of the well and is it
maintained and working properly? 133,97i5 gallons
❑✓ ❑ ❑ ❑ ❑ 25. Is a pressure gauge provided at all installations and is it maintained
and working properly? 92 psi.
❑✓ ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no nla unk note PUMP HOUSE(Any structure containing important watersystem components)
❑✓ ❑ ❑ ❑ ❑ 27, Is the source located In a pump house?
❑✓ ❑ ❑ ❑ ❑ 28. Is the pump house kept clean and in good repair? (Floorcracks?)
❑✓ ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑✓ ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
❑✓ ❑ ❑ ❑ ❑ 31. Are all non-sample laps installed in the pump house equipped with an
appropriate backflow prevention device?
✓ 32. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
✓ 33. Is adequate heating provided in the pump house to provided safe and
❑ Significant Deficiency efficient operation of equipment to prevent freezing?
✓ 34. Is the pump house protected from flooding,have adequate drainage,
is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑✓ ❑ ❑ ❑ 35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ ❑✓ ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no We unk note SPRING INFORMATION
❑ ❑ ❑✓ ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 38. Is surface water diverted from the 100 foot protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39. Is the spring housed in a permanent structure and protected from
contamination including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded tap is approved with backflow preventer)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no n/a unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ ❑✓ ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply Intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45. Is the access port fitted with a solid water tight cover which overlaps a
framed opening and extended down around the frame at least 2 inches?
❑ ❑ ❑ ❑ ❑ 46. Is the access port a framed opening that is at least 4 Inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)inches above the top
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 161 of 237
GROUNDWATER SOURCE- PG.1
survey date: 412812015 PWS#: 7100030
Tag#: Common name of source: �S�rce, Is this source treated? ✓ Yes No
E0007132 Well 5 Well —0 ❑ Manifold Treatment Objective: ❑N/A
Physical location: ❑ spring ❑spring sox
D-disinfection;see comment
Located in the north central service area.
Treatment types: ❑ N/A
(Identify Treatment Train in Comments)
Is there a well log for the groundwater source? 21 Yes No N/A U Unk 423-hypochlorination
Pump capacity(GPM) Casing size(ln) Date drilled: Well depth(ft) Casing depth(q) Grout denttt(tf) Static water depth,(f)
750** ❑ Unk Unk! 6/20/1979 ❑ Un 337 El Un 152 EJ Unk 51 EJ Unk 92* F1 Unk
Is the casing screened? Screen depth(ft): ✓ N/A U Unk Is the casinp,nerforated? Perforation depth(ft): ✓ N/A
❑vas Q No ❑ Unk From: ❑ Yes Q No ❑ Unk From: ❑ Unk
❑ N/A To: El N/A To:
Latitude(Decimal):
Longitude(Decimal):
All SOUrCCS COMMENTS:
1. This source ts*. (Please indicate question number)
❑✓ Active ❑ Proposed Treatment:this well pumps to waste at
yes no n/a unk note ❑Inactive ❑ Emergency(<60 days per year) start up to remove sand.
❑ ❑ ❑ ❑ ❑ 3
2. Has there been a Source Water Assessment conducted for source?
Date: comment *1979 well log: a
❑✓ ❑ ❑ ❑ ❑ 3. Has a final GWUDI determination been done for this source? -a 20 inch diameter,1/4"thick casing
Date: 8/1/2003 from 1 to 51 feet and a 16 inch diameter
es no n/a unk note WELL INFORMATION 1/4"thick casing from l to 152 feet;92
✓ U 4. Is the well on a separate lot that is large enough to provide a minimum feet to static water;no well test data;
Significant R Deficiency distance of 50 feet between the well and the nearest property line? Andrew Well Drilling.
(applicable if constructed after 11/1177)
Are the following minimum distances from the PWS well being met? ** 6
PUC information:
Q ❑ ❑ ❑ 5. Gravity sewer line...........................................50 ft. 75 hp turbine pump with a capacity of B
Q ❑ ❑ ❑ 6. Pressure sewer line...............................1.......100 ft.
750 gpm at 65 psi discharge;211.62 MG �
Q ❑ ❑ ❑ 7. Individual home septic tank..............................100 ft. produced in 2013;sand separation and
0 ❑ ❑ ❑ 8. Individual home disposal field...........................100 ft. chlorination.
✓ 9. Individual home seepage pit
❑ ❑ ❑ ❑ 10. -Privies.........................................................too ft.
2.The report was completed December j
❑✓ ❑ ❑ ❑ 11. Livestock......................................................50 ft. 17,2001.Potential contaminant
❑✓ ❑ ❑ ❑ 12. Canals,streams,ditches,lakes,ponds and information was updated on March 15,
tanks used to store nonpotabie substances.........50 ft.
K
❑ ❑✓ ❑ ❑ 2013.13. Are pesticides,herbicides,fertilizers,portable containers of petroleum t
products,or other toxic or hazardous materials stored on the well lot? 1
❑ ❑ ❑✓ ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot? �
❑ ❑✓ ❑ ❑ 15. Is the well in a pit? If yes,Date constructed: n"
❑ ❑ ❑✓ ❑ ❑ 16. Was the well that is located in a pit installed after 11/5/64?
❑ ❑ ❑✓ ❑ ❑ 17. If pit was installed prior to 11/5164—Has DEQ granted an exception and
does the pit have water tight construction of pit walls and floor,a floor
yes no n/a unk note drain and an acceptable pit cover?
✓ 18 Is the well protected from unauthorized entry? (Recommended)
1
✓ Li Li Li U 19. Does the casing extend a minimum of 18 inches above the final ground �
Significant Deficiency surface and/or 12 inches above the pump house floor?
✓ ❑ LJ U ❑ 20. Is the well vented with the open end of the vent screened and
terminated downward at least 18 inches above the final ground surface?
❑✓ ❑ ❑ ❑ 21, Is the well provided with a sanitary cap that prevents surface water entry?
❑✓ ❑ ❑ ❑ 22. Is the well cased and sealed in such a manner that surface water
cannot enter the well?
Y
w
a
E
W
8
:r

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 162 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 5 1 4/28/2015 PWS#: 7100030
yes no nia unk note WELL INFORMATION(cont.) COMMENTS:
❑✓ ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample tap provided on the well discharge pipe (Please indicate question number)
prior to treatment?(Threaded lap is approved with backflow preventer)
✓ 24. Is an instantaneous and totalizing flow meter equipped with nonvolatile
❑ Unnecessary memory installed on the pump distribution line of the well and is it
maintained and working properly? 22,930,100 gallons
❑✓ ❑ ❑ ❑ ❑ 25. Is a pressure gauge provided at all installations and is it maintained
and working properly? F 831 psi.
❑✓ ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no nra unk note PUMP HOUSE(Any structure containing important water system components)
❑✓ ❑ ❑ ❑ ❑ 27. Is the source located in a pump house?
❑✓ ❑ ❑ ❑ ❑ 28. Is the pump house kept clean and in good repair? (Floorcracks?)
❑✓ ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑✓ ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
❑✓ ❑ ❑ ❑ ❑ 31. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
✓ Ll LJ r=32. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
✓ 33. Is adequate healing provided in the pump house to provided safe and
❑ Significant ❑ Deficiency efficient operation of equipment to prevent freezing?
✓ U Ll Lj U 34. Is the pump house protected from flooding,have adequate drainage,
Is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑✓ ❑ ❑ ❑ 35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ ❑✓ ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no rua unk note SPRING INFORMATION
❑ ❑ ❑✓ ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 3& is surface water diverted from the 100 foot protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39. Is the spring housed in a permanent structure and protected from
contamination including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded tap is approved with backflow preventer)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no nra unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ ❑✓ ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45. Is the access port fitted with a solid water tight cover which overlaps a
framed opening and extended down around the frame at least 2 inches?
❑ ❑ ❑ ❑ ❑ 46. Is the access port a framed opening that is at least 4 inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)Inches above the top
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 163 of 237
GROUNDWATER SOURCE- PGA
survey date: 4/28/2015 PWS#. 7100030
Tag#: Common name of source: Source: Is this source treated? PI Yes No
E0007129 JWell 6 well 0 0 Manifold Treatment Objective: ❑ N/A
Physical location: 1 ❑ spring -- ❑ spring Box
D-disinfection;see comment
The well is located in the south central service area near wells 2 and 4.
Pumps 6 and 7 are both located in this well. Treatment types: ❑ N/A
(identify Treatment Train in comments)
Is there a well to for the roundwater source? E]Yes No N/A Unk 423-hypochlorination
Pump capacity(GPM) Casing size(n) Date drilled Well depth(ft) Casing depth if1) Grout denihft3,l Static water depih,(fj)
600" Un Lin 31i11989 ❑Lin 150 ❑ Lin] 123 Unk 30rro
Unk * Unk
Is the casing screened? Screen depth(ft): ❑ N/A ❑ Unk Is the casirLa,nedorated? foration depth(ft): N/A
❑ Ypc Q No ❑ Unk From: ❑ Yes Q No ❑ Unk m: ❑ Unk
❑ N/A To: ❑ N/A
Latitude(Decimal):
Longitude(Decimal): !
All Sources COMMENTS:
1. This source is,. (Please indicate question number)
❑� Active ❑ Proposed This well pumps to waste at startup to ,
yes no n/a unk note ❑ Inactive ❑ Emergency(<60 days per year) remove sand.
❑.r ❑ ❑ ❑ Q 2. Has there been a Source Water Assessment conducted for the source?
Date: comment *1989 well report:
❑J ❑ ❑ ❑ ❑ 3. Has a final GWUDI determination been done for this source? -24"diameter casing from+1 to 90.5
Date:1 8/1/2003 feet;20 inch casing from 1.5 to 123 feet;
es no rva unk note WELL INFORMATION static water at 56 feet;no well test data;
1-11 Li Li 0 4. Is the well on a separate lot that is large enough to provide a minimum Andrew Well Drilling. The well log is
Significant Deficiency distance of 50 feet between the well and the nearest property line? attached to the narrative portion of the
(applicable if constructed after 11/1/77) sanitary survey.
Are the following minimum distances from the PWS well being met?
❑� ❑ ❑ ❑ 5. Gravity sewer line...........................................50 ft. **PUC information:
❑� ❑ ❑ ❑ 6. Pressure sewer line.......................................100 ft. 3
-47.684 MG in 2013;submersible pump
❑ ❑ ❑ ❑ 7. Individual home septic tank..............................100 ft. rated at 75 hp and 600 gpm at 65 psi,
Q ❑ ❑ ❑ 8. Individual home disposal field...........................100 ft.
Q ❑ ❑ ❑ 9. Individual home seepage pit.............................100 ft. 2.The report was completed December
❑J ❑ ❑ ❑ 10. -Privies.........................................................100ft. 17,2001.Potential contaminant
❑ ❑ ❑ ❑ 11. Livestock......................................................50 ft.
❑� Information was updated on March 15,
El ❑ 12. canals,streams,ditches,lakes,ponds and 2013. s
tanks used to store nonpotable substances.........50 ft. r
❑ Q ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum
products,or other toxic or hazardous materials stored on the well lot?
❑ ❑ Q ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot?
❑ Q ❑ ❑ 15. Is the well in a pit? If yes,Date constructed:
❑ ❑ [,d ❑ ❑ 16. Was the well that is located in a pit installed after 1115/64?
❑ ❑ 0 ❑ ❑ 17. If pit was Installed prior to 11/5/64—Has DEC granted an exception and
does the pit have water tight construction of pit walls and floor,a floor
yes no n/a unk note drain and an acceptable pit cover? It
18 Is the well protected from unauthorized entry? (Recommended) "
Does the casing extend a minimum of 18 inches above the final ground
Significant DeficieP19.
surfaceand/or 12 inches above the pump house floor?
Q ❑ ❑ ❑ 20. Is the well vented with the open end of the vent screened and
terminated downward at least 18 inches above the final ground surface?
❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry?
Q ❑ ❑ ❑ 22. Is the well cased and sealed in such a manner that surface water
cannot enter the well?
ff
t
u
a
t
s
S

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 164 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 6 4/28/2015 PWS#: 7100030
yes no rva unk note WELL INFORMATION(cunt.) COMMENTS:
J❑ ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample lop provided on the well discharge pipe Please Indicate question number
prior to treatment?(Threaded lap Is approved with backflow,prevenler) 24.the meter for pump 7 needs to be
J J J 24, is an instantaneous and totalizing flow meter equipped with nonvolatile replaced;only the pump 6 meter was
unnecessary memory Installed on the pump distribution line of the well and is it operable.
maintained and working property? 40,36D 100 gallons
❑ ❑ ❑ Q ❑ 26. Is a pressure gauge provided at all Installations and is it maintained 26. The pump to waste pipe needs a
and working properly? =psi. screen on the discharge to the canal.
Q ❑ ❑ ❑ Q 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the Ilra1 service connection?
yes no Wa unk note PUMP HOUSE(Any structure containing Important water system components)
❑ ❑✓ ❑ ❑ ❑ 27. Is the source located In a pump house?
❑ ❑ ❑ ❑ ❑ 28. Is the pump house kept clean and in good repair? (Floorcracks7)
❑ ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑ ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
❑ ❑ ❑ ❑ [] 31, Are all non-sample taps Installed In the pump house equipped with an
appropriate backflow prevention device?
32. Is adequate ventilation provided In the pump house for dissipation of
Significant Deficiency excess heat and moisture from the equipment?
33. Is adequate heating provided In the pump house to provided safe and
Significant Deficiency efficient operation of equipment to prevent freezing?
34, Is the pump house protected from flooding,have adequate drainage,
Is the floor surface at least six(6)Inches above the final ground surface,
and Is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑ ❑ ❑ ❑ 35. Is the sump for pump house floor drains closer then 30 feet from the well?
❑ ❑ ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contaminallon?
yes no We unk note SPRING INFORMATION
❑ ❑ ❑J ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 38. Is surface water diverted from the 100 foot protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39. is the spring housed In a permanent structure and protected from
contamination Including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded lap Is approved with backflow preventer)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no nia unk note SPRING BOX INFORMATION(Nol all existing spnngs have a spring box)
❑ ❑ ❑J ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply Intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination Including the entry o1
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 46. Is the access port filled with a solid water light cover which overlaps a
framed opening and extended down around the frame at least 2 Inches?
❑ ❑ ❑ ❑ ❑ 46, Is the access port a framed opening that Is at least 4 Inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)Inches above the top
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 165 of 237
GROUNDWATER SOURCE- PSA
survay dale:1 4/2 812 0 1 5 PWS#: 7100030
Tag 0: Common name of source: Source: Is this source treated? ✓Yes No
E0008065 Well 8 ❑✓ well —► ❑ Manifold Treatment Objective: ❑NIA
Physical location: ❑ Spring—♦ ❑ spring Box Comment
Located in the west central part of the service area.
Treatment types: LJ N/A
(Identify Treatment Trafn In Comments)
Is there a well log for the groundwater source? Yes No L I N/A I I Unk
Pump capacity(GPM) Casing S17S(In) Date drilled—, Well depth(ft) Casing depth Jft) Grout dP,nlhfftl Static water depth,(gl
1500" Unk 20 to 24 0 Unkl 7/28/1955 El Un 421 UnJ 135 Unk 118 n Unk 24 Unk
Is the casing screened? Screen depth(ft): ✓ N/A Unk Is the casinp,nerforaled? Perforation depth(ft): ✓ N/A
❑Yee Q No ❑ Unk From: ❑Yes Q No ❑ Unk From: ❑ Unk
❑ N/A To: NIA To:
Latitude(Decimal):
Longitude Decimal):
All Source a COMMENTS:
1. This source Is Please indicate quesilon number)
❑✓ Active ❑ Proposed Treatment:this well is seldom used;
yes no rva unk note ❑ Inactive Q Emergency(<60 days per year) however,it portable hypochlorinalor is
❑ ❑ ❑ 0 2. Has there been a Source Water Assessment conducted for the source? available if needed. Also,the well is
Date: comment designed to pump to waste upon startup
❑✓ ❑ ❑ ❑ ❑ 3. Has a final GWUDI determination been done for this source? to remove Sand.
Date: 8/1/2003
ss no nm unk note WELL INFORMATION '1955 well log info:
✓ ✓ 4. lathe well on a separate lot that is large enough to provide a minimum 24"diameter casing from+1 to 60 ft;22"
51 nlflcant 0 Deficiency distance of 50 feet between the well and the nearest property Iine7 diameter casing from+1 to 116 ft;20"
(applicable If constructed after 11(1/77) cling from 78 fl to 135 0,
Are the following minimum distances from the PWS well being me(? -24 ft to standing water;well lest at 240
QCl ❑ ❑ 5. Gravity sewer line.................I.....I....I......I......50 n. Spin and 24 hours,but no drawdown N
Q ❑ ❑ ❑ 6. Pressure sewer line......................--.....,,.,...100 n. given. Andrew Welt Drilling for the Utah
Q ❑ ❑ ❑ 7. Individual home septic tank... .................100 fL Idaho Sugar Co.
❑✓ ❑ ❑ ❑ S. Individual home disposal field..........................100 ff.
i
❑✓ ❑ ❑ ❑ 9. Individual home seepage pit.......---..............too fl. ••PUC info:
21 ❑ ❑ ❑ 10. Privies........... ... .. ._................................10oft,
[21 El ❑ ❑ 11. Livestock........ .........................................sit n. 75 hp t MG produced to 2013;
.
❑✓ ❑ ❑ ❑ 12. Canals,streams,ditches,lakes,ponds and 7 hp turbine pomp rated at I500 gpm
tanks used to store nonpotable substances.........50It, and 65 psi
❑ ❑� ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum
products,or other toxic or hazardous materials stored on the well lot? "`Well$appears to have been dril Icd it
❑ ❑ 0 ❑ 14, Are pesticides,herbicides,or fertilizers applied to the well loll 1995 and deepened in 1999.
❑ Q ❑ ❑ 15 Is the well In a pll? If yes,Date conslrucled: O
❑ ❑ Q ❑ ❑ 16 Was the well that Is located in a pi(Installed after 11/5/647 1.This well is seldom used.
❑ ❑ 0 ❑ ❑ 17. If pit was Installed prior to 11/5/64-Has DIED granted an exception and
does the pit have water light construction of pit wells and floor,a floor 2.The report was completed December
yes no Me unk note drain and an acceptable pit cover? 17,2001.Potential contaminant
✓ F1 n n n 18 Is the well protected from unauthorized entry? (Recommended) information was updated on March 15.
✓ 1g. Does the casing extend a minimum of 18 inches above the final ground 2013.
Significant Deficiency surface and/or 12 Inches above the pump house floor?
✓ ❑ 20. Is the well vented with the open and of the vent screened and 4.The well and well house are situated
terminated downward at least 18 Inches above the final ground surface? less than 50 feet from an access road,
❑✓ ❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry?
Q ❑ ❑ ❑ 22- Is the well cased and sealed In such a manner that surface water
cannot enter the well?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 166 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 8 4/28/2015 PWS#: 7100030
yes no Na unk note WELL INFORMATION(cost.) COMMENTS:
Q ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample tap provided on the well discharge pipe (Please indicate question number)
prior to treatment?(Threaded tap is approved with backflow preventer) 25.the well was not in use at the time of
❑.r El 0 7= 24. Is an instantaneous and totalizing flow meter equipped with nonvolatile the survey.
El unnecessary memory installed on the pump distribution line of the well and is it
maintained and working properly? 191,900 gallons
Q ❑ ❑ ❑ ❑ 25. Is a pressure gauge provided at all installations and is it maintained
and working properly? �0 psi.
Q ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no n/a unk note PUMP HOUSE(Any structure containing important water system components)
❑� ❑ ❑ ❑ ❑ 27. Is the source located in a pump house?
Q ❑ ❑ ❑ ❑ 28, Is the pump house kept clean and in good repair? (Floor cracks?)
Q ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑.r ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
Q ❑ ❑ ❑ ❑ 31. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
Li Li Li 32. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
33. Is adequate heating provided in the pump house to provided safe and
Significant ❑ Deficiency efficient operation of equipment to prevent freezing?
34. Is the pump house protected from flooding,have adequate drainage,
is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑ ❑ ❑✓ ❑ 35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ Q ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no n/a unk note SPRING INFORMATION
❑ ❑ ❑J ❑ ❑ 37. Is the entire area within acne hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 38. Is surface water diverted from the 100 fool protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39, Is the spring housed in a permanent structure and protected from
contamination including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded tap Is approved with backflow prevenler)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no n/a unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ Q ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply Intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44, Is the spring box protected from contamination including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45. Is the access port fitted with a solid watertight cover which overlaps a
framed opening and extended down around the frame at least 2 inches?
❑ ❑ ❑ ❑ ❑ 46. Is the access port a framed opening that Is at least 4 inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)inches above the top
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 167 of 237
GROUNDWATER SOURCE- PGA
survey date:1 4/28/2015 P WS#: 7100030
Tag#: Common name of source: Source: Is this source treated? Yes No
D0048514 JWell 9 0 Well 0 ❑ Manifold Treatment Objective: ❑ N/A
Physical location: ❑ Spring—s ❑ Spring Box
D-disinfection;see comments
Located in the north central service area. Treatment types: ❑ N/A
(Identify Treatment Train in Comments)
Is there a well log for the groundwater source? Yes No 0 N/A El Unk 423-hypochlori nation
Pump capacity(GPM) Casing size(in) Date drilled Well depth(ft) Casing depth iH,l Grout dentll(H,l Static water depth(ql
3000"* Un Un 31271200a Un 418 Un 248 Unk 261 Unk 132 Unk
Is the casing screened? Screen depth(ft): ❑ N/A ❑ Unk Is the casiriga,nerforated? Perforation depth(it): N/A
Q Y— ❑ No ❑ Unk From: 367 ❑Yes Q No ❑ Unk From: ❑ Unk
❑ N/A To: 407 ❑ N/A To:
Latitude(Decimal): 43:31.1
Longitude(Decimal): 51:57.9
All Sources COMMENTS:
1. This source is•. (Please indicate question number)
❑� Active ❑ Proposed This well pumps to waste at startup to
yes no nla unk note ❑Inactive ❑ Emergency(<60 days per year) remove sand.
❑� ❑ ❑ ❑ Q 2. Has there been a Source Water Assessment conducted for the source? j
Date: comment *2008 well log:
0 ❑ ❑ ❑ Q 3. Has a final GWUDI determination been done for this source? -the casing is 20"diameter from 0 feet t R
Date: 4/28/2015 122 feet below ground surface(bgs);16"
es nD n1a unk note WELL INFORMATION from+2 ft to 256 ft bgs;12"from 340 ft
4. Is the well on a separate lot that is large enough to provide a minimum to 375 ft bgs,and 10"from 248 ft to 367
Significant Deficiency distance of 50 feet between the well and the nearest property line? ft bgs. S
(applicable if constructed after 1111/77) r
-test pumped at 300 gpm for 24 hours
Are the following minimum distances from the PWS well being met? with 78 feet of drawdown. I
Q ❑ ❑ ❑ 5. Gravity sewer line...........................................50 ft. -Andrew Well Drilling Services,Inc.,
❑ ❑ ❑ ❑ 6. Pressure sewer line.......................................100 ft. 3/31/2008.
❑✓ ❑ ❑ ❑ 7. Individual home septic tank..............................100 ft.
Q ❑ ❑ ❑ 8. individual home disposal field...........................100 ft. **PUC data:
21 El E] E] 9. -Individual home seepage pit.............................100 ft. -3000 gpm capacity at 65 psi;
10. Privies.........................................................100 ft. -502,000,000 gallons annual production
0 ❑ ❑ ❑ 11. Livestock......................................................50 ft. in 2013;
❑✓ ❑ ❑ ❑ 12. canals,streams,ditches,lakes,ponds and
tanks used to store nonpotable substances.........50 ft. -400 hp VFD turbine pump.
❑ ❑✓ ❑ ❑ 13. Are pesticides,herbicides,fertilizers,portable containers of petroleum t
products,or other toxic or hazardous materials stored on the well lot?
❑ ❑ 0 ❑ 14. Are pesticides,herbicides,or fertilizers applied to the well lot?
❑ ❑✓ ❑ ❑ 15. Is the well in a pit? If yes,Date constructed: 1
❑ ❑ H ❑ ❑ 16. Was the well that is located in a pit installed after 11/5/647
❑ ❑ ❑r ❑ ❑ 17, If pit was installed prior to 1115/64-Has DEQ granted an exception and
does the pit have water tight construction of pit walls and floor,a floor
yes no nla unk note drain and an acceptable pit cover? it
18 Is the well protected from unauthorized entry? (Recommended)
19. Does the casing extend a minimum of 18 inches above the final ground
;I
Significant Deficiency surface and/or 12 inches above the pump house floor?
Q ❑ ❑ ❑ ❑ 20. Is the well vented with the open end of the vent screened and
terminated downward at least 18 inches above the final ground surface? (
Q ❑ ❑ ❑ 21. Is the well provided with a sanitary cap that prevents surface water entry? k
0 ❑ ❑ ❑ 22. Is the well cased and sealed in such a manner that surface water
cannot enter the well?
(
f
)
(
�l
r

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 168 of 237
GROUNDWATER SOURCES-PG.2
common name: Well 9 4/28/2015 PWS A 7100030
yes no Na unk note WELL INFORMATION(cost.) COMMENTS:
❑✓ ❑ ❑ ❑ ❑ 23. Is there a smooth nosed sample tap provided on the well discharge pipe (Please indicate question number)
prior to treatment?(Threaded lap is approved with backfiow preventer)
✓ 24. Is an instantaneous and totalizing flow meter equipped with nonvolatile
❑ Unnecessary I memory installed on the pump distribution line of the well and is it
maintained and working properly? not observed gallons
❑ ❑ ❑ ❑ ❑ 25. Is a pressure gauge provided at all installations and is it maintained
and working properly? 76 psi.
❑✓ ❑ ❑ ❑ ❑ 26. Can the well be pumped to waste at the design capacity of the well via
an approved air gap at a location prior to the first service connection?
yes no nla unk note PUMP HOUSE(Anystructure containing important watersystem components)
❑✓ ❑ ❑ ❑ ❑ 27. Is the source located in a pump house?
❑✓ ❑ ❑ ❑ ❑ 28. Is the pump house kept clean and in good repair? (Floorcracks?)
❑✓ ❑ ❑ ❑ ❑ 29. Is the pump house protected from unauthorized personnel?
❑✓ ❑ ❑ ❑ ❑ 30. Does the pump house have adequate lighting throughout? (Recommended)
❑✓ ❑ ❑ ❑ ❑ 31. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
✓ Ll LJ Ll 32. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
✓ 33. Is adequate heating provided in the pump house to provided safe and
❑Significant ❑ Deflciency efficient operation of equipment to prevent freezing?
✓ Lj U Lj U 34. Is the pump house protected from flooding,have adequate drainage,
is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
the pump house?
❑ ❑✓ ❑ ❑ ❑ 35. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ Q ❑ ❑ ❑ 36. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?
yes no rva unk note SPRING INFORMATION
❑ ❑ ❑✓ ❑ ❑ 37. Is the entire area within a one hundred(100)foot radius of the spring box
fenced to prevent trespassing of livestock and void of buildings,dwellings
and sources of contamination?
❑ ❑ ❑ ❑ ❑ 38. is surface water diverted from the 100 foot protection zone around
the spring?
❑ ❑ ❑ ❑ ❑ 39. Is the spring housed in a permanent structure and protected from
contamination including the entry of surface water,animals and dust?
❑ ❑ ❑ ❑ ❑ 40. Is there a smooth nosed sample tap provided on the spring discharge pipe
prior to treatment?(Threaded tap is approved with backfiow preventer)
❑ ❑ ❑ ❑ ❑ 41. Is a flow meter or other flow measuring device provided?
yes no rda unk note SPRING BOX INFORMATION(Not all existing springs have a spring box)
❑ ❑ Q ❑ ❑ 42. Is the spring box equipped with a screened overflow?
❑ ❑ ❑ ❑ ❑ 43. Is the supply intake located above the floor of the collection chamber?
❑ ❑ ❑ ❑ ❑ 44. Is the spring box protected from contamination including the entry of
surface water,animals,and dust?
❑ ❑ ❑ ❑ ❑ 45. Is the access port fitted with a solid water tight cover which overlaps a
framed opening and extended down around the frame a1 least 2 inches?
❑ ❑ ❑ ❑ ❑ 46. Is the access port a framed opening that Is at least 4 inches high with a
locking device?
❑ ❑ ❑ ❑ ❑ 47. Is the access port elevated at least twenty-four(24)inches above the fop
of the box or ground level,whichever is higher?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 169 of 237
STORAGE
survey date 4/28/2015 PWS A 7100030
Storage structure name: Storage structure ID#: COMMENTS:
Well 2/4 storage Please Indicate question number)
Physical location: Date in service: ❑ Unk This tank was originally
prior to 1976 designed to be a
Volume(gal): ❑ Unk pressurized tank,but now
5,000 gallons total;1,800 gal useable. serves only as a storage/
StorageJXne ConsJrUckan' ❑ Elevated Type nf.maJerial: chlorine contact tank.
E Reservoir/Tank ❑✓ Ahnve Ground ❑ Plastic ❑ Wood
❑ Standpipe ❑ Partially Below Ground ❑ Fiherglass ❑� Metal
❑ Below Ground ❑ Concrete ❑ Naturally Contained
Total days supply(this structurpl: Date Last: inspected: Lj Unk cleaned: Unk
❑ Unk
How is the water level measured? ❑ Unk
i
yes no n/a unk note ALL STORAGE STRUCTURES
❑ ❑ ❑ ❑ ❑ 1. Is the storage structure safely accessible to the inspector.?
❑ ❑ ❑ ❑ ❑ 2. Is the PWS storage tank located within 500 feet of any municipal or
Industrial wastewater treatment plant or any land which is spray irrigated
with wastewater or used for sludge disposal?
❑ ❑✓ ❑ ❑ ❑ 3. Are any of the storage structure drains directly connected to a sewer or stone drain? ?
❑ ❑ ❑r ❑ ❑ 4. Is an overflow provided that discharges to daylight in a way that will preclude the
possibility of backflow to the reservoir and,where practical,provided with an expanded I
metal screen installed within the pipe that will exclude rodents and deter vandalism?
❑ ❑ ❑✓ ❑ ❑ 5. Are overflows brought down to an elevation between 12 and 24 inches above
the ground surface? (2X the diameter of the discharge pipe above a basin rim)
❑ ❑ ❑✓ ❑ ❑ 8. Do overflows discharge over a drainage inlet structure or splash plate?(stone or sanitary)
❑✓ ❑ ❑ ❑ ❑ 7. Is the storage structure secure from unauthorized access?
❑✓ ❑ ❑ ❑ ❑ 8. Does the storage reservoir have a watertight roof or cover and is it
sloped to facilitate drainage?
❑� ❑ ❑ ❑ ❑ 9. Is the storage water protected from contamination?
❑✓ ❑ ❑ ❑ ❑ 10. Is the storage structure structurally sound?
❑ ❑d ❑ ❑ ❑ 11. Could vegetation in the area potentially impact the storage structure? (Recommended)
❑ ❑ ❑ ❑✓ ❑ 12. Is the storage structure designed so that it can be isolated from the distribution t
system without necessitating loss of pressure in the distribution system?
❑ ❑.r ❑ ❑ ❑ 13. Is leakage evident at time of inspection?
❑ ❑ ❑ ❑ ❑ 14. Is the storage structure interior coating or liner peeling or cracked?
❑.r ❑ ❑ ❑ ❑ 15. Is the storage structure used to store finished water?
❑ ❑ ❑✓ ❑ ❑ 16. Are access manhole openings for the storage structure 4 inches or greater above the s
surface of the roof,with a cover 2 inches overlapping,water tight,hinged and locked?
❑ ❑ ❑� ❑ ❑ 17, Are all vents extended 12 inches above the roof and constructed to exclude potential
sources of contamination? (The overflow pipe shall not be considered a vent)
yes no We unk note ABOVE GROUND STORAGE
❑ ❑ R ❑ ❑ 18. Do all vents open downward and are they fdted with a 4 mesh non-corrodible screen?
yes no We unk note GROUND-LEVEL PARTIALLY BURIED or BELOW-GROUND STORAGE
❑ ❑ ❑✓ ❑ ❑ 10. Does the overflow for the storage structure have a vertical section of pipe at
least 2 pipe diameters in length? s
❑ ❑ ❑ ❑ ❑ 20, Is the overflow for the storage structure provided with either a 24 mesh non-corrodible
screen installed within the pipe when practical,or an expanded metal screen installed
within the pipe plus a weighted flapper or check?
❑ ❑ ❑ ❑ ❑ 21. Is the area surrounding the storage structure graded in a manner that will prevent
surface water from standing within 50 feet of it?
❑ ❑ ❑ ❑ ❑ 22. Are all vents for the storage structure open downward with the opening at least
u
24 inches above the roof or the ground level and covered with 24 mesh non-corrodible
screen to exclude potential contamination?
yes no n/a unk note PARTIALLY BURIED OR BELOW-GROUND STORAGE
❑ ❑ ❑✓ ❑ ❑ 23. Are"ALL"manholes elevated 24 inches above the surface of the roof or the ground
level,which ever is higher? ;
❑ ❑ ❑ ❑ ❑ 24. Is there a minimum distance of 50 feet between the storage structure and any
non-potable main,standing water,or other possible source of contamination?
IJ
Y
il.
4
I
sl
tl

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 170 of 237
DISTRIBUTION
survey date:1 412812016 PWS#: 7100030
What are water lines made of: COMMENTS:
Material(s): ❑ Unk Size(s): ❑ unk 17.A cross connection control
Diameter(inches))Number of feet in use in 2013 program Was first adopted in
❑ steel ❑✓ HDPE(black) ❑ Asbestos/Cement 2 / 1239
1982.
❑✓ PVC ❑✓ Ductile Iron ❑ Copper 4 / 2675
6 / 220,464
❑ Other: 8 / 74,099
How many services are metered? 10 / 29,489
4161 out of 4161 12 / 27,956
Number of fire hydrants:
yes no We unk note DISTRIBUTION
❑ ❑J ❑ ❑ ❑ 1. Have there been any interruptions in service during the pastyear?(including
pressure loss)
❑ ❑ Q ❑ ❑ 2. If a loss of pressure occurred(>20 psi),did the PWS provide public notice
and disinfect the system?(Reminder)
❑� ❑ ❑ ❑ ❑ 3.Is the PWS able to maintain a minimum pressure of twenty(20)psi throughout
the distribution system(including fire flow),or forty(40)psi for PWSs
constructed after 7/1/1985(excluding fire flow),during maximum hourly
demand conditions?
❑ Q ❑ ❑ ❑ 4. Was the pressure observed at a service connection?
5. If yes: psi.
Location:
yes no We unk note Time: ❑ A.M.❑ P.M.
❑ ❑ ❑ ❑� ❑ 6. Do all water mains that provide fire flow have a diameter of at least 6 inches?
❑ ❑ ❑ ❑ ❑ 7. Are valves exercised regularly?(Recommended)
If yes,how often? annually
❑ ❑ El El ❑ 8. Is there a leak detection program?(Recommended)
❑ ❑ ❑ Q ❑ 9. Is 15%or more of the water unaccounted for?
❑ ❑ ❑ Q ❑ 10. Is a water conservation program in effect?(Recommended)
❑� ❑ ❑ ❑ ❑ 11. Is an adequate map of the distribution system maintained?(Recommended)
❑ ❑ ❑ Q ❑ 12. Does the system flush all main lines annually?(Recommended)
❑� ❑ ❑ ❑ ❑ 13. Are all dead end water mains equipped with a means to flush?
❑ ❑ ❑ ❑ ❑ 14. If yes,are the deadends flushed at least semiannually?
❑ ❑� ❑ ❑ ❑ 15. Are there any distribution materials used that should not be in contact with
the drinking water? If yes,explain in comments section.
❑✓ ❑ ❑ ❑ ❑ 16. Is the system adequately protected from freezing?
❑� ❑ ❑ ❑ Q 17. Is there a cross connection control program? (Community PWSs Only)
❑ ❑ ❑ Q ❑ 18. Is the operator trained in cross connection control?(Recommended)
❑ ❑� ❑ ❑ ❑ 19. Is the operator aware of any cross connections or were any cross
connections observed during the course of the survey?
❑ ❑ ❑✓ ❑ ❑ 20. If a separate non-potable irrigation system is provided for the consumer,
are all mains,hydrants,and appurtenances easily identified as non-potable?
(Purple Tape or other)(Recommended)
yes no nla unk note AirNacuum Relief Valves-Placed at high points in water mains.
❑ ❑ ❑ ❑� ❑ 21. Are all automatic air relief valves equipped with a means of backflow
protection?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 171 of 237
PUMPING page 1
survey date: 4/28/2015 PWS#. 7100030
PUMPS,PUMPHOUSES,AND CONTROLS
Pump ID# Physical location Type of pump Brand Model Horsepower Purpose
Well 1 750 m;68,742,000 gallons 2013 VFD turbine 75
Well 2 400 m;67,262,000 gallons 2013 Turbine 40
Well 4 1500 m; 168,690 000 gallons 2012 Turbine 150
Well 5 750 m;211,616,000 gallons 2013 Turbine 75
Well 6 600 m;47 684,000 gallons 2013 Submersible
Pump 7 jPump 7 is located in Well 6;600 gpm;87,907,000 gallons 2013;submersible pump at 75 hp.
Well 8 1500 m;76 705,000 gallons 2013 Turbine 150
Well 9 3000 m; 502 885,000 gallons 2012 Turbine 400
COMMENTS:
yes no ruin unk note ALL PUMPS
Q ❑ ❑ ❑ ❑ 1. Are all pumps capable of providing the maximum demand of the system? 2013 data:
❑ ✓❑ ❑ ❑ ❑ 2. Does the pump(s)cycle excessively?(Recommended) 2S 7d 3
Q ❑ ❑ ❑ ❑ 3. Are all pumps provided with readily available spare parts and tools? N �2 3
Q ❑ ❑ ❑ ❑ 4. Is a water pressure relief valve Installed where the pump Is directly
N ry w
connected to the distribution System?
❑✓ ❑ ❑ ❑ ❑ s. Is a standard pressure gauge installed on the discharge line?
yes no No unk nose WELL PUMPS
❑✓ ❑ ❑ ❑ ❑ e. is there an accessible check valve Installed In the discharge line of each
well between the pump and the shut-off valve?
o ❑ ❑ ❑ ❑ 7 If the system has a vertical turbine motor driven pump(s),is an air
rolease-vacuum relief valve located upstream from the check valve,with
exhausUrellef piping terminating In a down-turned position at least 18 Inches
above the floor and covered with a 24 mesh corrosion resistant screen?
❑ ❑ Q ❑ ❑ 8. If the pump(s)Is"oil lubricated",is the oil NSF approved and suitable for
human consumption?
S �
y09 nn nra unk noia WATER PUMPS(not well pumps) S
❑ ❑ Q ❑ ❑ 9 Is an accessible check valve on the discharge side between the pump C
and the shut-off valve?
12
s no Na unk nose AUXILIARY POWER S d o
✓ 10. Is there auxiliary power on-site?
El Significant ElDeflclency
✓ Lj U Lj Lj 11 Is auxiliary power tested?(Recommended)
❑ ❑ ❑ ❑ ❑✓ 12. If a diesel or gasoline fueled engine is used on the well lot;is the fuel tank
and connecting piping double waited? O
r❑ ❑ ❑ ❑ ❑ 13. Is the fuel lank above ground? 6 3 g
❑ ❑ ❑ 2] ❑ 14. Is a certified operator present during the filling of the fuel tank? E M Eg£
If the engine Is In the well house p
❑ ❑ ❑ ❑ ❑ 15, Is the engine exhaust directly discharged outside the well house? r3
Q ❑ ❑ ❑ ❑ 18. Is a spill containment structure surrounding all fuel tanks adequate?
(Secondary containment-110%fuel tank volume,) 3
Community Systems Only y
❑✓ ❑ ❑ ❑ ❑ 17, (Community Systems built after 4115107 only)Is on-site power or standby
storage provided so water can be treated and supplied to pressurize the 12.the fuel tanks have
entire distribution system during a power outage for a minimum of 8 hours? secondary containment
❑' ❑ ❑ ❑ ❑ 18. (Community Systems built alter 4115M7 only)If standby power is provided,
Is there a minimum of 8 hours of fuel stored and located on site?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 172 of 237
PUMPING page 2
survey date: 4/2 812 0 1 5 PWS#:F 7100030
COMMENTS:
YPs no n/a Link not. BOOSTER PUMPS (Please indicate the question number)
19. Is an instantaneous and totalizing flow meter installed where the booster
❑ unnecessary pump is directly connected to the distribution system?
❑ ❑ ❑ ❑ ❑ 20. Are all in-line booster pumps supplied with an automatic cutoff that
activates when intake pressure is less than or equal to 5 psi?
❑ ❑ ❑ ❑ ❑ 21. Is the booster pump located on a suction line that is directly connected to
any storage reservoir?
❑ ❑ ❑ ❑ ❑ 22, If yes,are all booster pumps protected by an automatic cutoff to prevent
pump damage and avoid excessive reservoir drawdown?
yes no Na Link note PUMP HOUSE(Only pump houses that don't contain a Groundwater Source)
❑ ❑ ❑� ❑ ❑ 23. Is the pump house kept clean and in good repair?(Floorcracks?)
❑ ❑ ❑ ❑ ❑ 24. Is the pump house protected from unauthorized personnel?
❑ ❑ ❑ ❑ ❑ 25. Does the pump house have adequate lighting throughout?(Recommended)
❑ ❑ ❑ ❑ ❑ 26. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
27. Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
28. Is adequate heating provided in the pump house to provided safe and
❑ Significant ❑ Deficiency efficient operation of equipment(prevent moisture buildup and/or freezing)?
29, Is the pump house protected from flooding,have adequate drainage,
is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
yes no Na Link note the pump house?
❑ ❑ ❑ ❑ ❑ 30. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ ❑ ❑ ❑ ❑ 31. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 173 of 237
FINANCIAL CAPACITY
surve date: 4/28/2015 PWS#: 7100030
ypa no nla unk note FINANCIAL CAPACITY COMMENTS:
❑� ❑ ❑ ❑ ❑ 1. Is the PWS current with the payment of drinking water fees? (Please indicate the question number
0 ❑ ❑ ❑ Q 2. Does the PWS charge a drinking water fee to the user? Rates from the 2013 PUC report:
If yes,what Is the fee: 5
❑✓ ❑ ❑ ❑ ❑ 3_ Is the PWS in the business of selling water? ? d
#3 Note: If no,Identify why In the comments section and mark Cr
E �6 10 8 N 8 a4
"N/A"on questions 4.19. = U r� to 04
❑r ❑ ❑ ❑ ❑ 4. Does the PWS provide and use an annual budget?(Recommended) N cli c H
❑ Q ❑ ❑ ❑ S. If applicable,Is the PWS fund separate from the waste waterlsewer
utility fund?(Recommended) c o
Q ❑ ❑ ❑ ❑ 6, Do water system revenues exceed expenditures? (Recommended)
❑ ❑ ❑ ❑ 7. Are controls established to prevent expenditures from exceeding
revenues?
❑ ❑� ❑ ❑ ❑ 8. Has an independent financial audit been completed?(Recommended) v 2 $ a g g 8
❑� ❑ El El El9. If yes,is a copy of the most recent balance sheet for the water system C14 r' No o 0 GO NC
available? (Recommended) cV
❑ 0 ❑ ❑ ❑ 10. Does the water system Include a cash budget within Its annual —
budget for cash flow? (Recommended)
o N
❑✓ ❑ ❑ ❑ ❑ 11 Does the water system management review the user fee,user jp cam.
charge,or rate system at least annually? (Recommended)
12, When was the last user fee,user charge,or rate system adjustment? m
yes no We unk note 1 011 612 01 2 mm/dd/yyyy t4
to El ❑ ❑ ❑ ❑ 13. Does the water system management review financial reports at least —
monthly? (Recommended)
❑� ❑ ❑ ❑ ❑ 14. Does the PWS provide and use a capital budget? (Recommended)
❑ ❑ ❑ n ❑ 15, Has this PWS produced and does It currently utilize a capital
Improvements plan? (Recommended)
16, If yes,when was the ca ilal Im rovements budget produced?
mm/dd*yy,
❑ ❑ ❑ ❑ 17. Has the capital Improvement budget been updated In the last
18 months? (Recommended)
❑✓ ❑ ❑ ❑ ❑ 18. Does the water system budget provide funding for depreciation of
existing plant In service andfor for the funding of reserves for system
replacement? 4
(] ❑ ❑ ❑ ❑ 19. Are there sufficient funds for training personnel?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 174 of 237
MANAGERIAL CAPACITY
survey date: 04/28/2015 PINS#: 7100030
yes no n/a unk note COMMENTS:
❑.r ❑ ❑ ❑ ❑ 1, Is a properly licensed operator available at all times?(NIA for GW-NC PWS)
❑� ❑ ❑ ❑ ❑ 2. Is there a Drinking Water Source Protection Plan developed for this system?
Date: 2008
❑ ❑ ❑ ❑ ❑ 3, Does this PWS have a goveming body or board of directors?
If no,please indicate:
❑ Sole Proprietorship
❑ Partnership
❑ Limited Liability Corp.
Other:lCorporation
4. How often does the board meet? ❑ N/A
❑ weekly ❑ semi-annually ❑ never
❑ monthly ❑r annually ❑ unknown
❑ bimonthly ❑ as necessary ❑ other:
yes no n/a unk note Are the following records maintained onsite or located near by?
l ❑ ❑ ❑ ❑ 5, Bacteriological Analysis-5 years retention.
e❑ ❑ ❑ ❑ ❑ 6, Chemical Analysis-10 years retention.
❑e ❑ ❑ ❑ ❑ 7, Records of actions taken to correct violations-3 years retention.
❑.r ❑ ❑ ❑ ❑ 8, Copies of reports,summaries or communication related to
sanitary surveys-10 years retention.
❑✓ ❑ ❑ ❑ ❑ 9, Reports concerning variances or exemptions-5 years retention.
❑� ❑ ❑ ❑ ❑ 10. - Copies of public notices issued-3 years retention.
[A ❑ ❑ ❑ ❑ 11. - Daily free chlorine residuals(required disinfection)-1 year retention.
❑.r ❑ ❑ ❑ ❑ 12. Are routine maintenance schedules established? (Recommended)
❑✓ ❑ ❑ ❑ ❑ 13. is an operation and maintenance manual(s)provided for the PWS and
does it include;daily operating instructions,operator safety procedures,
location of valves and other key system features,parts list and parts
order form,and information for contacting the water system operator?
Q ❑ ❑ ❑ ❑ 14. Is there a clear plan of organization and control among the people responsible
for management and operations of the water system?(Recommended)
yes no n/a unk note Are any samples of the following parameters past due?
❑ ❑.r ❑ ❑ ❑ 15. Coliform
❑ ❑r ❑ ❑ ❑ 16. Nitrates
❑ ❑s ❑ ❑ ❑ 17. Nitrites
❑ ❑r ❑ ❑ ❑ 18. Lead and Copper
❑ ❑✓ ❑ ❑ ❑ 19. IOCs
❑ ❑✓ ❑ ❑ ❑ 20. VOCs
❑ ❑� ❑ ❑ ❑ 21. SOCs
❑ ❑✓ ❑ ❑ ❑ 22. Disinfection Byproducts
❑ Q ❑ ❑ ❑ 23. Radionuclide
❑ ❑ ❑ A ❑ 24. Is a written total coliform rule(TCR)sample site plan available
for review?
❑ ❑ ❑ ❑s ❑ 26. Does the(TCR)sample site plan meet the minimum requirements?
❑� ❑ ❑ ❑ ❑ 26. Does the system have a sufficient supply of approved sampling
bottles properly stored? (Recommended)
❑ ❑ ❑ ❑ 27. Does the PWS provide stairways,ladders and handrails where needed?
❑✓ ❑ ❑ ❑ ❑ 28. Are treads of non-slip material provided where needed?
❑ [A ❑ ❑ ❑ 29. Is a health concern produced from inadequately protected electrical wiring?
❑ ❑ ❑ ❑ 30. Are all confined space entry requirements considered?(Recommended)
❑ ❑� ❑ ❑ ❑ 31. Are there any unused subsurface water storage tanks that need to be
abandoned?
❑ (A ❑ ❑ ❑ 32. Are there any water supply wells that are no longer being used that
need to be abandoned?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 175 of 237
PUMPING page 1
survey date:F 4/28/2015 PWS# 7100030
PUMPS,PUMPHOUSES,AND CONTROLS
Pump ID# Physical location Type of pump Brand Model Horsepower Purpose
Well 1 750 m;68,742,000 gallons 2013 VFD turbine 75
Well 2 400 m 67 262,000 gallons 2013 Turbine 40
Well 4 1500 m 168 690,000 gallons 2012 Turbine 150
Well 5 750 m;211,616,000 gallons 2013 Turbine 75
Well 6 600 m;47,684,000 gallons 2013 1 Submersible
Pump 7 Pump 7 is located in Well 6;600 gpm,,87,907,000 gallons 2013;submersible pump at 75 h
Well 8 1500 m;76,705,000 gallons 2013 Turbine 150
Well 9 3000 m'502,885,000 gallons 2012 Turbine 400
COMMENTS:
yes no n/a unk note ALL PUMPS
❑✓ ❑ ❑ ❑ ❑ 1. Are all pumps capable of providing the maximum demand of the system? 2013 data: QQ Q I
❑ ❑ ❑ ❑ ❑ 2. Does the pump(s)cycle excessively?(Recommended) 25
❑✓ ❑ ❑ ❑ ❑ 3. Are all pumps provided with readily available spare parts and tools? a a 3
ll
❑ ❑ ❑ ❑ ❑ 4. Is a water pressure relief valve Installed where the pump Is directly ,:r "' * 1
connected to the distribution system?
El ❑ ❑ ❑ ❑ 5. Is a standard pressure gauge Installed on the discharge line?
yes no We unk nolo WELL PUMPS
❑� ❑ ❑ ❑ ❑ 6. Is there an accessible check valve Installed In the discharge line of each
well between the pump and the shut-off valve?
121 ❑ ❑ ❑ ❑ T. If the system has a vertical turbine motor driven pump(s),Is an air
release-vacuum relief valve located upstream from the check valve,with
exhaustfrelief piping terminating in a down-turned position at least 18 Inches
above the floor and covered with a 24 mesh corrosion resistant screen? C.
❑ ❑ Q ❑ ❑ 8. If the pump(s)Is"oil lubricated',Is the oil NSF approved and suitable for
human consumption? c, xr
f+ 7SR
yes no nla unk nole WATER PUMPS(not well pumps) H
❑ ❑ ❑� ❑ ❑ 9. is an accessible check valve on the discharge side between the pump ,
and the shut-off valve? 9 c
es no We unk note AUXILIARY POWER
S
10, Is there auxiiarypoweron-site?
❑ Significant ❑ Deflciency
it. Is auxilarypower tested?(Recommended) - !Z
❑ ❑ ❑ ❑ ❑Q 12- If a diesel or gasoline fueled engine is used on the well lot;is the fuel tank
and connecting piping double walled?
a ❑ ❑ ❑ ❑ 13 Is the fuel tank above ground?
[:1 ❑ [10 El14. Is a certified operator present during the filling of the fuel tank?
If the engine Is In the well house
u
❑✓ ❑ ❑ ❑ ❑ 15. Is the engine exhaust directly discharged outside the well house? S
❑ ❑ ❑ ❑ ❑ 16. Is a spill containment structure surrounding all fuel tanks adequate?
(Secondary containment-110%fuel tank volume) !4
Community Systems Oaty 3"
Q ❑ ❑ ❑ ❑ 17, (Community Systems built after 4115107 only)Is on-site power or standby
storage provided so water can be treated and supplied to pressurize the 12 the fuel tanks have
entire distribution system during a power outage for a minimum of 8 hours?
❑ ❑ ❑ ❑ 18. (Community Systems built after 4/16107 only)If standby power isprovided, secondary containment.
Is there a minimum of 8 hours of fuel stored and located on site?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 176 of 237
PUMPING page 2
survey date: 4l28l2015 PWS#:F 7100030
COMMENTS:
no n/a unk not. BOOSTER PUMPS (Please indicate the question number)
Lj 19. Is an instantaneous and totalizing flow meter installed where the booster
Unn pumps
directly connected to the distribution system?
❑ ecessary 20. Are all in-line booster pumps supplied with an automatic cutoff that
activates when intake pressure is less than or equal to 5 psi?
❑ ❑ ❑ ❑ ❑ 21. Is the booster pump located on a suction line that is directly connected to
any storage reservoir?
❑ ❑ ❑ ❑ ❑ 22. If yes,are all booster pumps protected by an automatic cutoff to prevent
pump damage and avoid excessive reservoir drawdown?
yes no Na unk note PUMP HOUSE(Only pump houses that don't contain a Groundwater Source)
❑ ❑ ❑� ❑ ❑ 23. Is the pump house kept clean and in good repair?(Floor cracks?)
❑ ❑ ❑ ❑ ❑ 24. Is the pump house protected from unauthorized personnel?
❑ ❑ ❑ ❑ ❑ 25. Does the pump house have adequate lighting throughout?(Recommended)
❑ ❑ ❑ ❑ ❑ 26. Are all non-sample taps installed in the pump house equipped with an
appropriate backflow prevention device?
27, Is adequate ventilation provided in the pump house for dissipation of
❑ Significant ❑ Deficiency excess heat and moisture from the equipment?
28. Is adequate heating provided in the pump house to provided safe and
❑ Significant ❑ Deficiency efficient operation of equipment(prevent moisture buildup and/or freezing)?
29. Is the pump house protected from flooding,have adequate drainage,
is the floor surface at least six(6)inches above the final ground surface,
and is the ground surface graded so as to lead surface water away from
yes no nra unk note the pump house?
❑ ❑ ❑ ❑ ❑ 30. Is the sump for pump house floor drains closer than 30 feet from the well?
❑ ❑ ❑ ❑ ❑ 31. Is the floor drain connected to sewer,storm drains,chlorination room
drains,or any other source of contamination?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 177 of 237
TREATMENT APPLICATION &CONTROL
survey date 4I28/2015 PWS#; 7100030
Purpose of treatment: Treatment facility location: Date online: LJ Unk Treated water`(gpd): LJ Unk
sand removal All wells According to well 1,041,934
Identi(y one process in the treatment train for Inspection: LJ N/A
❑Sedimentation Basin ❑ Filtration ❑ Blending ❑Oxidation❑ ton Exchanoe ❑ Aeration ❑ Reverse Osmosis Sequestration by Polyphosphates
❑ Detention Basin ❑ Chemical Coagulauon ❑ Softening ❑ Disinfection(Complete Disinfection Mod.) ® Sequestration by Sodium Silicates
Sources treated by facilityXTag a) Equipment manufacturer: Model#:
All wells but well B. All well pump to waste upon startup to remove sand.
Chemical trade name: Chemical manufacturer: NSF/ANSI certified?
❑ Yes ❑ No ❑Q N/A ❑ Unk
❑ Yes ❑ No N/A ❑ Unk
Yes No rr N/A F1 Unk
yA% w. unk „m _WASTE HANDLING and DISPOSAL Comments:
❑ ❑ ❑ ❑ 1. Are provisions made for proper disposal of water treatment plant waste such Please Indicate the question number
as sanllary,laboratory,clarification sludge,sonening sludge,Iron sludge,filler Treated water"in gallons per
backwash water,brines and treatment media? day was derived from the 2013
❑ Q 2. If yes,how are wastes being disposed of?(Identify In comments) total production from wells 4&
yes no nfa unk now SAMPLE TAPS 5,divided by 365.
❑ ❑ 0 ❑ ❑ 3. Are smooth-nosed sampling taps provided prior to and after each form of treatment?
❑ N/A 4.23 CHEMICAL APPLICATION of no chemlcal applied,questions 4-23 are We 2.Well startup water is pumped
yes no Ma unk note to waste.
❑ ❑ ❑� ❑ ❑ 4. Are spare parts available for all chemical feeders to replace parts which are subject
to frequent wear and damage?
❑ 5. Are the feeders manually,or atdomellcally controlled?
❑ Manual ❑ Automatic
❑ ❑ ❑ ❑ ❑ 6. For chemical application control systems,Is the chemical feeder controlled
by a flow sensing device so that Injection of the chemicals will not continue
when the flow of water stops?
❑ ❑ ❑ ❑ ❑ 7, Is a means to measure water flow provided in order to determine chemical feed rates?
❑ ❑ ❑ ❑ ❑ 6. Are provisions made for measuring the quantities of chemicals used?
❑ ❑ ❑ ❑ ❑ 9. Is cross-connection control provided an the service water lines that
discharge to the solution tanks?
❑ ❑ ❑ ❑ ❑ 10. Is cross-connection control provided so that liquid chemical solutions
cannot be siphoned through solution feeders into the water supply?
❑ ❑ ❑ ❑ ❑ 11 Is the chemical feed equipment readily accessible for servicing,repair,and
observation of operation?
❑ ❑ ❑ ❑ ❑ 12. Is space provided for convenlent/efflclent storage and handling or chemicals? (Recommends
❑ El ❑ El El13. Ara chemicals that are incompatible stored or handled together?
❑ ❑ ❑ ❑ ❑ 14, Are chemical solution tanks kept covered?
❑ ❑ ❑ ❑ ❑ 15. Are chemical solution lank overflow pipes,when provided,turned downward
with the end screened?(Recommended)
❑ ❑ ❑ ❑ ❑ to. Do chemical solution lank overflow pipes,when provided,have free
fell discharge?(Recommended)
❑ ❑ ❑ ❑ ❑ 17. Where more than one(1)chemical Is stored or handled,are tanks and
pipelines clearly labeled to identify the chemical they contain?
❑ ❑ ❑ ❑ ❑ 16 Are floor surfaces smooth and Impervious,slip-proof and well drained? (Recommended)
❑ ❑ ❑ ❑ ❑ 19. Are vents from feeders,storage facilities and equipment exhaust discharged
to the outside atmosphere above grade end remote from air intakes?
❑ ❑ ❑ ❑ ❑ 20. Are chemical shipping containers fully labeled to Include chemical name,
pudly,concentration,supplier name and address,and evidence of ANSIINSF certification?
❑ ❑ ❑ ❑ ❑ 21. Are acids and caustics kept in closed corrosion-resistant shipping containers
of
storage units?
❑ ❑ ❑ ❑ ❑ 22. Are at least one pair of rubber gloves,a dust respirator of a type certified by
NIOSH for toxic dusts,an apron or other protective clothing and goggles or
fats mask provided for each operator as required by the reviewing authority?
El El El El 23. Is a deluge shower and/or eyewashing device Installed where strong acids
and alkalis are used or stored?

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 178 of 237
State of Idaho
Department of Environmental Quality
Inspection Notes
survey date: 4/28/2015 PWS#: 7100030
Name of Public Water System:
Falls Water Company,Inc.
1.Well chronology/info
A.N on-existant wells
-the Well 3 pump failed in 2005,and was not replaced due to the low well production capacity.
B. Well completion dates
Well 1:8/30/1976
Well 2:unknown
Well 3:the 2004 ESS slates a 1997 drill date.
Well 4: 5/6/1974
Well 5: 6/20/1979
Well 6:3/1/1989
Well 7:there is no well 7;pumps 6&7 are located in well 6.
Well 8:7/28/1995
Well 9:3/27/2008
C.Chlorination wast installed in 1976 or 1977 on wells 2&4 due to poor water quality. Well 3 may also have had bad quality and been out of use for a
short time until chlorination was installed.
Inspected by: mazzone Date: 4/28/2015
Title: staff engineer

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 179 of 237
DISINFECTION-page 1-systems using only groundwater
survey date: 4/28/2015 PINS A 7100030
Treatment facility name: Treatment facility location: Date online: ❑ Un Treated water*(gpd): ❑ Unk
All well except#8. injection near each well According to well. 2,814,132
Select all disinfection types used:
❑ Gas chlorine dioxide ❑ UV Light 0 Sodium Hypochlorite ❑ Calcium Hypochlorite ❑ Miox ❑ Ozone ❑ Chlorine Dioxide ❑ Other
Comments:
yes no n/a unk note DISINFECTION *Treated water in gallons per
❑� ❑ ❑ ❑ ❑ 1. Is disinfection used on a voluntary basis to prevent bacterial day was derived from the total
contamination of the distribution system? 2013 production of these wells
❑ ❑ ❑ lA ❑ 2. Any interruptions in disinfection in the past year? If yes,comment. divided by 365.
❑� ❑ ❑ ❑ ❑ 3. Have any changes been made to this treatment facility since the last ESS?
❑ ❑ ❑ I] ❑ 4. If yes,were plans and specs submitted to DEQ? 3. It appears disinfection has
Date approved: been added to all wells.
❑� ❑ ❑ ❑ ❑ S. Does the system have a means of measuring the residual disinfectant
concentrations of free chlorine,combined chlorine(chloramines),and/or
chlorine dioxide?
❑� ❑ ❑ ❑ ❑ 6. Is a smooth nosed sample tap provided before and after treatment?
❑ ❑ ❑� ❑ ❑ 7. Is a chlorine residual being recorded when all compliance total coliform
samples are being taken?
yes no n/a unk note VOLUNTARY DISINFECTION
❑ ❑ ❑ El ❑ 8. Is a measurable free chlorine residual maintained throughout the distribution
system?(Recommended)
❑ ❑ ❑ El ❑ 9. Is the free chlorine residual being measured daily?(Recommended)
2 ❑ ❑ ❑ ❑ 10. Is an automatic proportioning chlorinator being used where the rate of
flow is not reasonably constant?
i
❑ ❑ ❑ ❑J ❑ 11. is the analysis for free chlorine residual being made at a frequency that is i
sufficient to detect variations in chlorine demand or changes in water flow?
r
i
yes no n/a unk note REQUIRED DISINFECTION
❑ ❑ ❑ ❑ ❑ 12. Is the free chlorine residual being measured daily at a location prior to the
first service connection?
❑ ❑ ❑ ❑ ❑ 13. Is the daily free chlorine residual being recorded and kept on file for a
minimum of 1 year?
❑ ❑ ❑ ❑ ❑ 14. Is a detectable chlorine residual maintained throughout the distribution
system? I
❑ ❑ ❑ ❑ ❑ 15. Is an automatic proportioning chlorinator being used where the rate of
flow is not reasonably constant?
t
❑ ❑ ❑ ❑ ❑ 16. Where chlorination is required for protection of the supply,is there standby
equipment of sufficient capacity available to replace the largest unit?
❑ ❑ ❑ ❑ ❑ 17. If primary disinfection is accomplished using ozone or some other chemical
that does not provide a residual disinfectant,is chlorine added to provide
a residual disinfectant?
a
I�
�q
I?
*
"
v
a
°�i

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 180 of 237
DISINFECTION-page 2-systems using only groundwater
Treatment facility locations: injection near each well JESS date:1 4/28/2015 PWS#: 7100030
GAS DISINFECTION ONLY-FIII out any time Gas Chlorination Is connected to the PWS- Comments:
yus no nra unk note PROTECTIVE EQUIPMENT Please Indicate the question number)
❑ ❑ ❑ ❑ ❑ 18, Is respiratory protection equipment,meeting the requirements of NIOSH
available where chlorine gas Is handled,and Is It stored at a convenient
location,but not inside any room where chlorine Is used or stored?
❑ ❑ ❑ ❑ ❑ 19,Does the respiratory protection equipment consist of compressed air,that
has at least a 30 minute capacity,and is compatible with or exactly the
same as units used by the fire department responsible for the plant?
yes no this unk note CHLORINE LEAK DETECTION
❑ ❑ ❑ ❑ ❑ 20. Is a bottle of ammonium hydroxide(58 percent ammonia solution)available
for chlorine leak detection?
❑ ❑ ❑ ❑ ❑ 21. where ton containers are used,Is a leak repair kit approved by the Chlorine
Institute provided?
❑ ❑ ❑ ❑ ❑ 22. Is chlorine gas leak detection equipment provided?
❑ ❑ ❑ ❑ ❑ 23, where a leak detector Is provided,is Il equipped with both an audible alarm
and a warning light?
yes no n1s unk note CHLORINE ROOM
❑ ❑ ❑ ❑ ❑ 24. Is a separate room provided for gas chlorination equipment?
❑ ❑ ❑ ❑ ❑ 25. Do pressurized chlorine feed lines carry chlorine gas beyond the
chlorinator room?
28. Is the chlorine room provided with a shatter resistant inspection window
❑ Significant❑ Deficlency Installed In an interior wall?
27. Is the chlorine room constructed In such a manner that all openings
between the chlorine room and the remainder of the plant are sealed?
❑ ❑ ❑ ❑ ❑ 28. Are the chlorine room doors equipped with panic hardware,assuring
ready means of exit and opening outward only to the building exterior?
❑ ❑ ❑ ❑ ❑ 29. Where chlorine gas is used,does each room have a ventilating fan.
❑ ❑ ❑ ❑ ❑ 30. Does the ventilating fan take suction near the floor and discharge away
from any air Inlets?
❑ ❑ ❑ ❑ ❑ 31. Are all air Inlets through louvers near the calling?
❑ ❑ ❑ ❑ ❑ 32. Are there separate switches for the fan and lights located outside of the
chlorine room and at the Inspection window?
❑ ❑ ❑ ❑ ❑ 33. Are outside switches protected from vandalism?
yes no wo unk note CHLORINE GAS CYLINDERS
❑ ❑ ❑ ❑ ❑ 34, Are chlorinator rooms heated to 60"F,and protected from excessive
heat?
❑ ❑ ❑ ❑ ❑ 36. Are full and empty cylinders of chlorine gas isolated from operating
areas?
❑ ❑ ❑ ❑ ❑ 36. Are full and empty cylinders of chlorine gas restrained in position to
prevent upset?
❑ ❑ ❑ ❑ ❑ 37 Are full and empty cylinders of chlorine gas stored In rooms separate from
ammonia storage?
❑ ❑ ❑ ❑ ❑ 38. Are full and empty cylinders of chlorine gas stored In areas that are not In
the direct sunlight or exposed to excessive heat?
❑ ❑ ❑ ❑ ❑ 3g Is a reasonably precise weight scale provided for weighing cylinders,at all
plants utilizing chlorine gas?
❑ ❑ ❑ ❑ ❑ 40, Is there an automatic swllch-over of chlorine cylinders provided,where
necessary,to assure continuous disinfection?(Recommended)

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 181 of 237
Appendix C: Water Right Reserve Capacity Memo
c-1

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 182 of 237
S4Schiess & Associates
IMPROVING COMMUNITY INFRASTRUCTURE
7103 SOUTH 45TH WEST,IDAHO FALLS,ID 83402
OFFICE:[phone] FAX:[phone]
April 12, 2019
Scott Bruce
Falls Water Company
2180 N. Deborah Drive
Idaho Falls, Idaho 83401
Subject: Falls Water Company Reserve Water Right Capacity
Dear Scott:
Per your request, we have investigated the current reserve capacity of Falls Water Company's water
rights and this letter report has been prepared in order to summarize the findings of our
investigation. There are two separate limitations associated with Falls Water Company's water
rights: total annual volume and total diversion rate. Based on data provided to Schiess and
Associates, the total annual volume limitation is 4,970 acre-feet while the diversion rate is limited to
21.94 CFS (9,847 gpm). This diversion rate limitation applies to user demand, but not to
emergency situations such as a fire flow. In addition to owned water rights, Falls Water Company
leases water rights that can be used at Well 8. The leased water rights sum to a volume of 97.07
acre-feet and a diversion rate of 6.17 CFS. The following paragraphs present our analysis of Falls
Water Company's reserve capacity in comparison to volume and diversion rate limitations.
Annual volume is the total volume of water used throughout one year. The volume allowed by Falls
Water Company's water rights must be equal to or greater than the annual volume produced by the
Company's wells. Production data from 2018 show that Falls Water Company pumped 4,145 acre-
feet during that year. Based on calculations using 2018 billing data, Falls Water Company currently
serves 5,370 EDUs. Average annual use is therefore approximately 0.77 acre-feet/EDU and the
Company has capacity to serve an additional 1,071 EDUs. As noted above, Falls Water Company
leases water rights that allow an additional 97.07 acre-feet to be pumped from Well 8. The leased
right can supply water to approximately 126 EDUs, which brings the total annual volume reserve
capacity to 1,197 EDUs.
Total diversion rate refers to the sum of the instantaneous pumping rates for each of Falls Water
Company's wells. The diversion rate changes over time as a result of diurnal and seasonal
variations in demand. Because Falls Water Company does not have storage facilities, the diversion
rate at any given time must equal the system-wide demand. Falls Water Company's peak
instantaneous demand was found to be 10,600 gpm, as determined using SCADA data and results
from daily meter reads. Dividing the peak instantaneous demand by the number of EDUs gives a
value of 1.97 gpm/EDU. Therefore, if only the water rights owned by Falls Water Company are
considered, there is a diversion rate shortage of 753 gpm which is equivalent to 382 EDUs.
Currently, the leased rights are able to make up for this deficit. For these calculations, a diversion
rate of 3.34 CFS (1,500 gpm)was used for the leased rights. Although the leased water right has an
allowable diversion rate of 6.17 CFS on paper, its use is restricted to Well 8, which has a maximum

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 183 of 237
Scott Bruce
April 12,2019
Page 2
pumping rate of about 1,500 gpm. The leased rights are adequate to provide service to an additional
761 EDUs which brings the total diversion rate reserve capacity to 379 EDUs.
Historic growth was also reviewed. Growth over time has been highly variable. One general
observation is that high growth years tend to be bunched together with lower growth in the
intervening years. Over the last 25 years, the years with the largest percentage growth occurred in
2004 through 2006 with the highest reaching just over 15% in 2005. However, over the last 10 years
the largest growth was 7.1% and occurred in 2015. Based on the current growth trends and the
availability of developable land, it is believed that 7.1% annual growth is on the upper end of what
should be expected over the next several years. Annual growth of 7.1%would yield an additional
1,227 EDUs over the next three years.
As an additional consideration, water use is somewhat variable from one year to the next based on
changes in temperature and precipitation. Previous experience in analyzing water use data suggests
that a 10% increase in annual volume is very possible during a year that is unusually hot and dry. A
10% increase in demand as a result of weather leads to an increase of about 415 acre-feet in annual
production volume. It is recommended that annual variation should be accounted for in water right
planning.
Although the contribution of leased water rights has been included in this analysis, it is not
recommended that they be considered when planning water right purchases. The lease has a
duration of ten years and has been renewable in the past; however, the long-term availability of the
leased rights cannot be guaranteed and for this reason they should not given equal consideration as
compared to the owned rights. With respect to annual volume, the current reserve capacity will
serve 1,071 EDUs. At 7.1% annual growth, the projected shortfall over the next three years will be
156 EDUs,which represents a need of 120 acre-feet. Adding 415 acre-feet to account for annual
weather variability brings the total recommended increase in volume to 535 acre-feet. A similar
procedure applied to diversion rate shows that diversion rate should be increased by 1,609 EDUs to
meet demands for the next three years. This value accounts for the current 382 EDU shortfall as
well as the projected 1,227 EDU increase. An increase of 1,609 EDUs is equivalent to 3,170 gpm
(7.1 cfs).
Thank you for the opportunity to serve you. Please let us know if you have any questions or
concerns with these findings.
Sincerely,
�SS�ON�1L F^'c
Q�O� ��C E N S FQ /yF
1�913�
-J .
OF\0
r cHRls��
Ryan T. Christensen, PE, PhD

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 184 of 237
Appendix D: Water Quality Data
• Water Quality Test Results
• 2019 Consumer Confidence Report
D-1

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 185 of 237
WATER QUALITY TEST RESULTS

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 186 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-01 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 10:54 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 2455 S N 45th E
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.1
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 1 of 16 F
Page 1 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 187 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-02 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 11:09 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 2169 Viola
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.1
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 2 of 16 F
Page 2 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 188 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-03 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 11:21 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 1354 Preston
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 3 of 16 F
Page 3 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 189 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-04 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 11:30 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 1360 Richland
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 4 of 16 F
Page 4 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 190 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-05 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 11:44 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 719 S Adam
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.1
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 5 of 16 F
Page 5 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 191 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-06 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 09:52 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 2785 Midnight Blue
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 6 of 16 F
Page 6 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 192 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-07 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 10:04 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3653 Spectrum
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 7 of 16 F
Page 7 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 193 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-08 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 10:14 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3671 Vision
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 8 of 16 F
Page 8 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 194 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iosenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-09 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 10:25 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 2827 Teal Blue
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 9 of 16 F
Page 9 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 195 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-10 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 10:42 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3904 Marble
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 10 of 16 F
Page 10 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 196 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-11 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 08:51 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3560 Deloy
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 11 of 16 Fi
Page 11 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 197 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-12 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 09:02 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3399 Sandy
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 12 of 16 F
Page 12 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 198 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-13 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 09:14 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3271 Larsen
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 13 of 16 F
Page 13 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 199 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-14 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 09:25 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3020 Lucina
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.2
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 14 of 16 F
Page 14 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 200 of 237
IAS EnviroChem
3314 Pole Line Rd. . Pocatello, ID 83201
Phone: [phone] . Fax: [phone]
email: [e-mail] • www.iasenvirochem.com
EPA Laboratory Number: ID00952
Microbiological Analysis Report
Falls Water Co
Scott Bruce
2180 N.Deborah Dr.
Idaho Falls,ID 83401
Lab Sample ID: M807167-15 Jurisdiction: Idaho Falls DEQ
Collection Date: 7/12/18 09:41 Date Received by Lab: 7/12/18 15:30
Water System: 7100030-Total Coliform P/A-Falls Water Co.
Sample ID/Location: 3057 Bechler
Collector Name: Matt Wise Collector Phone: [phone]
Method Desc: SM9223B P/A Colilert
Cmp Name Result Analysis Date/Time Analyst
Total Coliforms Absent /100 ml 7/12/18 17:05 CCH
E.coli Absent /100 ml 7/12/18 17:05 CCH
Aux.Data
Sample Type Code: S-Routine Sample
Residual Chlorine(ppm): 0.1
PWS Date of Original Positive:
PWS Repeat Sample Location:
Tag#/Facility ID:
7/13/2018
Signature of Laboratory Supervisor Date
Page 15 of 16 F
Page 15 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 201 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 202 of 237
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FLS-W-24-02 IPUC DR 16 Attachment 2
Page 203 of 237
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Page 18 of 18

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 204 of 237
8/26/2019 Lead&Copper Sample Summary Results
Drinking Water Branch
Return Links Lead and Copper Sample Summary Results
Water System No. : ID7100030 Federal Type : C
Water System FALLS WATER COMPANY
Detail Water System Name INC State Type : C
Principal County BONNEVILLE Primary Source :GW
Water Systems Served :
Status : A Activity Date : 03-29-1984
Water System This list displays Lead and Copper Sample Summary Results for the last 2 years
Search by default. If you need to search for a specific date range,use the following date
fields (you can also pick a date from the pop-up calendar next to the field) and
County Map click on Search.
Glossary Monitoring Period Begin Date From E To
L___ Ed 410
Data Monitoring Monitoring Number WaterDate
Quality Period Period End of Measure System Summary Analy
` ode Begin Date Pa+P Cnmrlas (mg/1) Facility State
A 01-01-2019 06-30-2019 60 0.132000000T7100030DS1 06-11- Copper
2019 pp
A 01-01-2019 06-30-2019 60 0.002000000T7100030DS1 06-11- Lead
2019
A 07-01-201812-31-2018 60 0.132000000T7100030DS1 10-16- Copper
2018
A 07-01-201812-31-2018 60 0.002000000T7100030DS1 10-16- Lead
2018
Total Number of Records Fetched = 4
dww.deq.idaho.gov/1 DPDW W/JSP/LeadAndCopperSampleSummaryResuIts.jsp?tinwsys_is_number=2776&tinwsys_st_code=l D&begin_date=&end_d... 1/1

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 205 of 237
2019 CONSUMER CONFIDENCE REPORT

FLS-W-24-02 IPUC DR 16 Attachment 2
Page 206 of 237
FALLS WATER
COMPANY 2019 Consumer Confidence Report (CCR)
2180 N. Deborah Drive
Idaho Falls, Idaho 83401 Este informe contiene informacion importante acerca de su agua potable.
Tele: [phone]
FAX: [phone] Haga que alguien to traduzca para usted, o hable con alguien que to entienda
www.fallswater.com
Water System information
Water System Name: Falls Water Co., Inc. PWS ID#: 7100030
Water System Operator: Tony Wise
Population Served: 17,575 5325 Connections
Date of CCR Distribution: June 20, 2019 For Calendar Year: 2018
Water Sources
a. Source Deep Wells into Eastern Snake Plain Aquifer
Water Contamination Source
a. Source: None Are Known
Special Compliance Violations
No notices of any violations.
We're pleased to provide you with this year's Annual Quality Water Report. We want to keep you informed about the excellent water and services we have delivered
to you over the past year. Our goal is and always has been, to provide to you a safe and dependable supply of drinking water.
This report shows our water quality and what it means. Falls Water Co. Inc. routinely monitors for constituents in your drinking water according to Federal and State
laws. This table shows the results of our monitoring for the period of January 1St to December 31", 2016. Some of our data in the tables are more than one year
old, since certain chemical contaminants are monitored less than once a year. Our sampling frequency complies with EPA and State drinking water regulations.
Definitions
Maximum Contamination Level (MCL): The highest level of a contaminant that is allowed in drinking water. MCLs are set as contaminant that is allowed in
drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology.
Maximum Contamination Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs
allow for a margin of safety.
Treatment Technique: A required process intended to reduce the level of a contaminant in drinking water.
Action Level: The concentration of a contaminant,which, if exceeded, triggers treatment, or other requirements which a water system must follow.
1

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Maximum Residual Disinfectant level (MRDL): The highest level of disinfectant allowed in drinking water. There is convincing evidence that addition of a
disinfectant is necessary for control of microbial contaminants.
Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to health.
MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contamination.
Health Information
Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer
undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be
particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to
lessen the risk of infection by Cryptosporidium and other microbial contaminants are available from the Safe Drinking Water Hotline [phone] or
http://www.epa.gov/safewater/hotline/.
Drinking water,including bottled water,may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not
necessarily indicate that water poses a health risk.More information about contaminants and potential health effects can be obtained by calling the Environmental Protection
Agency's(EPA)Safe Drinking Water Hotline [phone] or http://www.epa.gov/safewater/hotline/.
In order to ensure that tap water is safe to drink, EPA prescribes regulations which limit the amount of certain contaminants in water provided by public water systems.
Food and Drug Administration (FDA)regulations establish limits for contaminants in bottled water which must provide the same protection for public health.
The Sources of drinking water(both tap water and bottled water)include rivers,lakes,streams,pond, reservoirs,springs,and wells. As water travels over the surface
of the land or through the ground, it dissolves naturally-occurring minerals and,in some cases,radioactive material,and can pick up substances resulting from the presence
of animals or from human activitiy. Contaminants that may be present in source water before we treat it include:
Microbial contaminants such as viruses and bacteria,which may come from sewage treatment plants, septic systems, agricultural livestock operations, and wildlife.
Inorganic contaminants, such as salts and metals, which can be naturally-occurring or result from urban systems, agricultural livestock operations, and wildlife.
Pesticides and herbicide, which may come from a variety of sources such as agriculture, urban storm water runoff, and residential uses.
Organic chemical contaminants,including synthetic and volatile organic chemicals,which are by-products of industrial processes and petroleum production,and can also
come from gas stations, urban storm water runoff, and septic systems.
Radioactive contaminants,which can be naturally-occurring or be the result of oil and gas production and mining activities.
Lead Informational Statement(Health effects and ways to reduce exposure)
If present,elevated levels of lead can cause serious health problems,especially for pregnant women and young children. Lead in drinking water is primarily from materials
and components associated with service lines and home plumbing. Falls Water Co. Inc. is responsible for providing high quality drinking water, but cannot control the
variety of materials used in plumbing components.
When your water has been sitting for several hours,you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes before using water for
drinking or cooking. If you are concerned about lead in your drinking water,you may wish to have your water tested. Information on lead in drinking water,testing methods,
and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline or at http://www.epa.gov/safewater/lead.
Microbial
Contaminants in a Month (YML
Total Coliform 0 >1 0 NO Naturally present in the environment
Fecal Coliform or 0 0 NO Human and animal fecal waste
E. coli
*Compliance with the Fecal Coliform/E.coli MCL is determined upon additional repeat testing.
2

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Appendix E: Calibration Data
• Fire flow field test results
• SCADA Calibration
E-1

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FIRE FLOW FIELD TEST RESULTS

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Hydrant Field Test Results
Observed Modeled
Site Static Residual Flow Flow @20 Static Residual Flow (gpm) Flow @20
Pressure (psi) Pressure (psi) (gpm) psi (gpm) Pressure (psi) Pressure psi (gpm)
4267 E Cordoba Ln 62 42 1,022 1,526 68 49 1,023 1,644
4580 N Yellowstone Hwy 62 45 1,022 1,666 70 44 1,022 1,419
3116 N Tage Ave 76 58 1,118 2,064 76 63 1,113 2,234
1990 N Deer Valley Dr 76 60 1,199 2,359 75 60 1,199 2,341
3243 Garnet St 86 60 1,089 1,800 83 59 1,089 1,862
Thunder Ridge High
School, southwest corner 761 621 1,0481 2,216 791 681 1,0481 2,743
Taylor's Crossing School,
northwest corner 76 46 1,022 1,432 75 36 1,022 1,235

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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 9:50 AM
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT 4326 Tasman Dr TEST HYDRANT 4267 E CORDOBA LN
Pitot Pressure 45.0 psi(velocity head) Static Pressure 62 psi.
Discharge Coef.,C 0.9 Residual Pressure 42 psi
Discharge ID 2.500 inches
Flowrate,Q1 1022 gpm Residual Flow at 20 psi 1526 gpm
Test Hydrant Flow
Pressure vs. Discharge
70
60
- - - - - - - -------
--------------- ------------------ ---------- -------------------
--- - -
50
--- ------- ----- ----- ----- ----------- - - ---- -- ------------- --_- ------------------
-------40
a
v 30
v ---- ------- ----- ----- ----- ----------- ----- ----- ------ ---- ----- ------------ - - - - - - - -
L
----------------------------------
d
20
10
--- ------- ----- ----- -- --------- ------- ------ ------- ----- ------- --------- - ---------
0
0 500 1000 1500 2000
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

FLS-W-24-02 IPUC DR 16 Attachment 2
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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 10:15 AM
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT Landmark Circle TEST HYDRANT 4580 N YELLOWSTONE HWY
Pitot Pressure 45.0 psi(velocity head) Static Pressure 62 psi.
Discharge Coef.,C 0.9 Residual Pressure 45 psi
Discharge ID 2.500 inches
Flowrate,Q1 1022 gpm Residual Flow at 20 psi 1666 gpm
Test Hydrant Flow
Pressure vs. Discharge
70
60
50
40
a
v 30
v - - - - - - - - - - - - - - - - - - - - - --- --------------
-L
d
20
10
0
0 500 1000 1500 2000 2500
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

FLS-W-24-02 IPUC DR 16 Attachment 2
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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 10:45 AM
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT 2851 E PINNACLE DR TEST HYDRANT 3116 N TAGE AVE
Pitot Pressure 57.0 psi(velocity head) Static Pressure 76 psi.
Discharge Coef.,C 0.9 Residual Pressure 58 psi
Discharge ID 2.500 inches
Flowrate,Q1 1118 gpm Residual Flow at 20 psi 2064 gpm
Test Hydrant Flow
Pressure vs. Discharge
80
70
60
50
40
a ------------ --- -- --- -- --- - - - - - - - - - - - - - - -- --
v
v 30
20
10
- --------
- - - -- - - - ---------- --- --
0 -
0 500 1000 1500 2000 2500 3000
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

FLS-W-24-02 IPUC DR 16 Attachment 2
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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 11:10 AM
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT 3930 DEER RIVER DR TEST HYDRANT 1990 N DEER VALLEY DR
Pitot Pressure 70.0 psi(velocity head) Static Pressure 76 psi.
Discharge Coef.,C 0.9 Residual Pressure 60 psi
Discharge ID 2.500 inches
Flowrate,Q1 1199 gpm Residual Flow at 20 psi 2359 gpm
Test Hydrant Flow
Pressure vs. Discharge
80
70
60
50
40
v
v 30
a - - - - - - - -----
20
10
0
0 500 1000 1500 2000 2500 3000
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 11:25 AM
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT 3273 E KIT LN TEST HYDRANT 3243 GARNET ST
Pitot Pressure 53.0 psi(velocity head) Static Pressure 86 psi.
Discharge Coef.,C 0.9 Residual Pressure 60 psi
Discharge ID 2.500 inches
Flowrate,Q1 1089 gpm Residual Flow at 20 psi 1800 gpm
Test Hydrant Flow
Pressure vs. Discharge
100
90
80
70
60
50
a
a, — — — — — — — — — — — — —-- — — — — — —
L
40
v
L
d
30
20
10
0 500 1000 1500 2000 2500
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 11:45 AM Thunder Ridge High School
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT Southeast Corner TEST HYDRANT Southwest Corner
Pitot Pressure 48.0 psi(velocity head) Static Pressure 76 psi.
Discharge Coef.,C 0.9 Residual Pressure 62 psi
Discharge ID 2.500 inches
Flowrate,Q1 1048 gpm Residual Flow at 20 psi 2216 gpm
Test Hydrant Flow
Pressure vs. Discharge
80
70
60
4
50
40
v
v 30
a --- --- --- --- -- --- -- ---- - - - - -----
20
10
- - - - - - -- - - --- --- ---- --- --- -
- - - -
0
0 500 1000 1500 2000 2500 3000
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

FLS-W-24-02 IPUC DR 16 Attachment 2
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Client: Falls Water Company
Project: 18030
Feature: Fire Flow Test
Date: 6/14/2019 Time: 11:55 AM Taylor's Crossing School
STANDARD NON-DIFFUSER TEST
FLOW HYDRANT Southwest Corner TEST HYDRANT Northwest Corner
Pitot Pressure 45.0 psi(velocity head) Static Pressure 76 psi.
Discharge Coef.,C 0.9 Residual Pressure 46 psi
Discharge ID 2.500 inches
Flowrate,Q1 1022 gpm Residual Flow at 20 psi 1432 gpm
Test Hydrant Flow
Pressure vs. Discharge
80
70
60
50
40
a - ---- - - - - - - - — - - - -
v
v 30
20
10
- - -
-- - - - - - - --- -------- -- -- -
0
0 200 400 600 800 1000 1200 1400 1600 1800
Discharge (gpm)
1. Flowrate equation is from "Accuracy of Hydrant Flow Tests Using a Pitot Diffuser" by Walski and Lutes
Journal AWWA, 1990

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SCADA CALIBRATION

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Well 1 Flows
Flow for Link Welli
eso.o {............ { a.........{■ 1 ............. ........
so. ■ ■•••, ■.
■
7.
• ■ •
soo.o 1.0
■
o , ., - s 3 3 ,o „ n�2o�n1 13 ,a 15 s „ 13 13 2� z, v z3 z.
Well 1 Pressures
Press.refor Node Well'I Pressure
z
1.0
ie.o • ■■• • • • .......
• •
• • • • •■■• ■
is.o _.r._.__._._ • •
.-.....-. s • • ■
is.o
ia.o ... ------------------
•
I
a __ _ -- _ -- __ ■ ___._
2 ago _ ---- ------___�__ ____• t__-- ____t_ 1_______, +___... _.__,i__ ______ _1_____ __'__ �________ •__ _�.__
esa • • -------------------------------------------
o z 3 a s s . n z i 1a 14 11 1s n 1e 1s zo z� as a za
Well 2 Flows
Flow for Link We112
sso.o • •
sso.o •
.00
• ■
sz11
•■ • •
so • •
as ' •• � I�__.__.
aso.o • • ••• ■ ■ _._..._._.-_
a3o.o •
o i z a 4 1 1 7 a e ra 11 _.2 U 14 11 1e 17 U 1. 20 21 22 23 z�

FLS-W-24-02 IPUC DR 16 Attachment 2
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Well 2 Pressures
Pressure for Node J-893
•
i
___ __ ___ ___ __- ■■ __.__ --_ _____ --- -- - - ___
r r
710
■■ 1... ■ • • •■■
se.a ....... a _. ......
8 •
--------------------------
-
- _ ___--------------_.
sea ■.* ■ - - I
--------------------------------------------
o z 3 a e r e a m 11 13 a 15 16 n m is m 21 zz zo m
Well 5 Flows
Flow for Link We115
asoo ■ _ ,'.
■•
asoo �.__... • •
eaoo ■:-....
asoo __�_.. •
■
sz ■
" eeo.o
eaoo ■
asoo • _ -.. _,.
a■
eaoo ......,
■
eaoo ... _._._ _. _�.
ezoo '
e000 ■, ■-..._. ■■■ ■.■ of_._ ■ y ■;_ ■ • • ■ ■• -.....-....
• ■
asoo { _� �____ .�_._._ j _j_■ ■ ,_._ _-- .---------
o 2 a a s s r e a ao as 12 as as 1s 1. n 1. as zo 21 u za x
Well 5 Pressures
Pressure for Node J-86
....-..-....
Sao __ __ . •■. ■..■ •.■..• ■• ••■ _. -
7io _.. ■ • __.
711
s o • •
se.o -.-.. -.--.-..-._ ;._._ _._...y -
-.....-.. -..-..-.-. -.-..-..- - ..
------------
o ■
u.o _.
w.o
o - z 1 4 s o e o w 11 T.re h�r:1 13 14 11 1e n 1e 19 m n zz as za

FLS-W-24-02 IPUC DR 16 Attachment 2
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Well 8 Pressures
Pressure for Node J-286
711
__._ _- • • • • • • • • ■■ •■
�s o • •
71.
esa i 1_ ___.+ + __.. -----------------
----------------
__._. .__ _. _._..._ .._._ __ __._
a . z s a c e 7 e a io n nre@o I 12 u u ,e n ,e ie 20 21 22 zs u
Well 9 Flows
Flow for Link WeIN
2s000 ................ ,.....-..-.... -----
-..- .... ------------ ...-..- -..-.-....
• ■■■ • ■
• I ■
-..-.- _._r. -._._.- r
,eoo r.-._._ _,. -._.__ - ° ---- ■■ • :
° •■ ■
,eoo °
,zoo r .... ..... r ,_.__._ ,---------------- o■ •■• • ,.--------- F- r _.-.-__-__Fr-__-__- _,-,
— — _
_•
goo .-- --- +--- +--
e , n 2 a s e r e a ro n nre mowsi s 'a 15 16 n ,e re zo zi u 22 m
Well 9 Pressures
Pressure for Node J-892
s.a ...... ...... { {...... ■..�. '.
w.o -.-.. .................. ...-.....-..-. ...-.�.-..- ... ...
-..-.- --
------------------------ . {-..- ■■■ .■.i
__ "' __. _. . __. __.
fl aoa
e >ea ........... .............. . ,........ ...... ,
2.1
,o 11 m.ino I 13 14 15 16 11 ie 10 20 zi a ze za

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Appendix F: Required Fire Flows from
Idaho Surveying & Rating Bureau
F-1

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Idaho Survey and Rating Board Fire Flow Requirements
COMMUNITY Address FireFlow OWNER Adequate
IDAHO FALLS 1523 N 25TH E 4000 SLS1 LLLP yes
AMMON 1568 N 25TH E 3000 S2M PROPERTIES LLC yes
IDAHO FALLS 2411 E 26TH N 3000 SANDALS LEASING LLC/RICK MILES PRODUCE yes
IDAHO FALLS 4434-A E IONA RD 2500 SCHOOL DISTRICT 93 yes
AMMON 1362 TERRILL DR 2000 TRUSSWORKS INC yes
IDAHO FALLS 3423 E 1850 N RD 2000 ARCHITECTURAL ELEMENTS, LLC yes
IDAHO FALLS 4021 E LINCOLN RD 2000 D &J ENTERPRISES LLC yes
IDAHO FALLS 4025 E LINCOLN RD 2000 D &J ENTERPRISES LLC yes
IDAHO FALLS 3428 E 20TH N 2000 B & M PROPERTIES yes
AMMON 2873 E 14TH ST NORTH 1750 TERRY KOSTER yes
AMMON 1574 N 25TH E 1750 TRELLIS SQUARE BUILDING 1 yes
IDAHO FALLS 1 2758 E LINCOLN RD I 1750 BURGENER NORIS, LLC yes
IDAHO FALLS 1 2695 N 25TH E I 1750 CHERRY GLASS AND ALUMINUM INC. yes

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Appendix G: Electronic Files
CD includes:
• EPANET 2.0 modeling files
• Electronic file of report
G-1

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Appendix H: Cross Connection Control Plan Information
H-1

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IDAHO ADMINISTRATIVE CODE IDAPA 58.01.08
Department of Environmental Quality Idaho Rules for Public Drinking Water Systems
or taste and odor control, when the source(s) is known to be free of microbial contamination, must ensure that
chlorine residual entering the distribution system after treatment is less than four(4.0) mg/L. The requirements in
Subsection 552.04.b.ii. also apply if the system maintains a chlorine residual in the distribution system. (3-30-07)
05. Fluoridation. (12-1-92)
a. Commercial sodium fluoride,sodium silico fluoride and hydrofluosilicic acid which conform to the
applicable American Water Works Association (AWWA) Standards, incorporated by reference into these rules at
Subsection 002.01,are acceptable.Use of other chemicals shall be specifically approved by the Department.
(3-30-07)
b. Fluoride compounds shall be stored in covered or unopened shipping containers. (3-30-07)
C. Provisions shall be made to minimize the quantity of fluoride dust. Empty bags, drums, or barrels
shall be disposed of in a manner that will minimize exposure to fluoride dusts. (3-30-07)
d. Daily records of flow and amounts of fluoride added shall be kept. An analysis for fluoride in
finished water shall be made at least weekly. Records of these analyses shall be kept by the supplier of water for five
06. Cross Connection Control Program - Community Water Systems. The water purveyor is
responsible through its cross connection control program to take reasonable and prudent measures to protect the water
system against contamination and pollution from cross connections through premises isolation, internal or in-plant
isolation, fixture protection, or some combination of premises isolation, internal isolation, and fixture protection.
Pursuant to Section 543, all suppliers of water for community water systems shall implement a cross connection
control program to prevent the entrance to the system of materials known to be toxic or hazardous. The water
purveyor is responsible to enforce the system's cross connection control program. The program will at a minimum
include: (4-7-11)
a. An inspection program to locate cross connections and determine required suitable protection.For
new connections,suitable protection must be installed prior to providing water service. (5-8-09)
b. Required installation and operation of adequate backflow prevention assemblies.Appropriate and
adequate backflow prevention assembly types for various facilities,fixtures,equipment,and uses of water should be
selected from the AWWA Pacific Northwest Section Cross Connection Control Manual,the Uniform Plumbing Code,
the AWWA Recommended Practice for Backflow Prevention and Cross Connection Control (M14), the USC
Foundation Manual of Cross Connection Control, or other sources deemed acceptable by the Department. The
assemblies must meet the requirements of Section 543 and comply with local ordinances. (4-4-13)
C. Annual inspections and testing of all installed backflow prevention assemblies by a tester licensed
by a licensing authority recognized by the Department. Testing shall be done in accordance with the test procedures
published by the University of Southern California Foundation for Cross-Connection Control and Hydraulic
Research. See the USC Foundation Manual of Cross-Connection Control referenced in Subsection 002.02. (4-7-11)
d. Discontinuance of service to any structure,facility,or premises where suitable backflow protection
has not been provided for a cross connection. (4-7-11)
e. Assemblies that cannot pass annual tests or those found to be defective shall be repaired,replaced,
or isolated within ten(10)business days. If the failed assembly cannot be repaired, replaced, or isolated within ten
(10)business days,water service to the failed assembly shall be discontinued. (4-4-13)
community water systems shall ensure that cross connections do not exist or are isolated from the potable water
system by an approved backflow prevention assembly.Backflow prevention assemblies shall be inspected and tested
annually for functionality by an Idaho licensed tester,as specified in Subsections 552.06.c. and 552.06.e. (4-4-13)
08. Start-up Procedures For Seasonal Systems Subject To Subsections 100.01.a.,c.,and d.
Section 552 Page 134
Reauthorized Rules Temporary Effective Date (6-30-19)T

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Appendix I: Falls Water Company Revenue and Expense
Detail
J-1

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Falls Water Company Confidential 414/2019
NAME: Falls Water Co.,Inc-
REVENUE&EXPENSE DETAIL
For the Year Ended December 31,2010
ACCT# DESCRIPTION
40 REVENUES
1 460 Unmetered Water Revenue
2 461.1 Metered Sales-Residential 1,695,334
3 461.2 Metered Sales-Commerclal,Industrial 64,819
4 462 Fire Protection Revenue
5 464 Other Water Sales Revenue 9,000
6 465 irrigation Sales Revenue -
7 466 Sales for Resale -
8 400 Total Revenue(Add Lines 1 -7) 1,768,952
(also enter result on Page 4,line 1)
9 'DEQ Fees Billed separately to customers Booked to Acct 9
10 "Hookup or Connection Fees Collected 162.780 Booked to Acct 8 271.3
11 'Commission Approved Surcharges Collected Booked to Acct#
401 OPERATING EXPENSES
12 6011-6 Labor-Operation&Maintenance 180,599
13 601.7 Labor-Customer Accounts
14 601.8 Labor-Administrative&General 272,585
15 603 Salaries,Officers&Directors -
16 604 Employee Pensions&Benefits 106,226
17 610 Purchased Water 3,300
18 615-16 Purchased Power&Fuel for Power 190,747
19 618 Chemicals 12,535
20 620.1-6 Materials&Supplies-Operation&Maint. 54,101
21 620.7-8 Materials&Supplies-Administrative&General 111,985
22 631.3-4 Contract Services-Professional 25,676
23 635 Contract Services-Water Testing 10,041
24 636 Contract Services-Other 14,774
25 641-42 Rentals-Property&Equipment 62.960
26 650 Transportation Expense 43,116
27 656-59 Insurance 22,908
28 660 Advertlsing
29 666 Rate Case Expense(Amortization)
30 667 Regulatory Comm.Exp.(Other except taxes)
31 670 Bad Debt Expense 5,418
32 875 Miscellaneous 68,630
33 Total Operating Expenses(Add lines 12-32,also enter on Pg 4,line 2) 1,186,801
Rev 3102 Page 3

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Falls Water Company Confidential 4/412019
Name: Fags Water Co.,Inc.
INCOME STATEMENT
For Year Ended December 31,2018
ACCT>f DESCRIPTION
1 Revenue(From Page 3,line 8) 1,768.952
2 Operating Expenses(From Page 3,line 33) 1,186,801
3 403 Depreciation Expense 125,384
4 406 Amortization,Utility Plant Aquisition Adj.
5 407 Amortization Exp.-Other
6 408.10 Regulatory Fees(PUC) 3,598
7 408.11 Property Taxes 55,729
8 408.12 Payroll Taxes 36.665
9A 408.13 Other Taxes(list)
9B
9C
9D
10 409.10 Federal Income Taxes
11 409.11 State Ineane Taxes
12 410.10 Provision for Deferred Income Tax-Federal
13 410.11 Provision for Deferred Income Tax-State
14 411 Provision for Deferred Utility Income Tax Credits
15 412 Investment Tax Credits-Utility
16 Total Expenses from operations before Interest(add lines 2-15) 1,408,175
17 413 Income From Utility Plant Leased to Others
18 414 Gains(Losses)From Disposition of Utility Plant (2,844)
19 Net Operating Income(Add lines 1, 17&18 less One 16) 357,933
20 415 Revenues,Merchendizing Jobbing and Contract Work
21 416 Expenses,Merchandizing,Jobbing&Contracts
22 419 Interest&Dividend Income 70
23 420 Allowance for Funds used During Construction
24 421 Miscellaneous Non-Utility Income 50,038
25 426 Miscellaneous Non-Utility Expense 53,952
26 408.20 Other Taxes,Non-Utility Operations
27 409-20 Income Taxes,Non-Utility Operations
28 Net Non-Utility Income(Add Ones 20,22,23&24 less Ines 21,25,26,&27) (3,043)
29 Gross Income(add lines 19&28) 354.889
30 427.3 Interest Exp,on long-Term Debt 29,803
31 427.5 Other Interest Charges 0
32 NET INCOME(Line 29 tess lines 30&31) (Also Enter on Pg 9,Line 2) 325,086
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Appendix J: Drinking Water System Classification
Worksheet
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Idaho Department of Environmental Quality System Classification Worksheet
•� • Idaho Drinking Water Program
System Classification Worksheet
All community and nontransient noncommunity public water system owners and operators are required to
submit proof of current conditions related to their system classification at least every five years (IDAPA
58.01.08.553.01). The classification is used to determine the required level of licensed operator(s). Please work
with your local DEQ or health district field office to complete this worksheet.
Public Water System No.: ID7100030 System Name: Falls Water Company INC
Contact Person: Scott Bruce Title: General Manager
Address: 2180 N Deborah Dr. City: Idaho Falls State: ID Zip: 83274
Business Phone: [phone] Email: [e-mail]
Population served by this distribution system(number of people,not number of connections): 17,100
System Type (choose one): Q Community QNontransient Noncommunity Q Transient Noncommunity
Complete the worksheet on the following pages, then return to Table 1 and select the classification(s) of the
public water system(PWS)based on the outcome.
Table 1. System classification.
Distribution Classification: Treatment Classification:
❑ VSWS ❑ I ❑ II ❑x III ❑ IV ❑ I ❑ II ❑ III ❑ IV
or or
❑ Not applicable ❑x Not applicable
Licensed Operator Requirements(IDAPA 58.01.08.554)
Community,nontransient noncommunity, and all systems supplied by surface water,including ground water under
the direct influence of surface water, are required to be under the direct supervision of a properly licensed
distribution and/or treatment operator licensed at the same level of system classification or higher.
Transient ground water systems are only required to be under the direct supervision of a properly licensed
distribution or treatment operator if they are surface water or ground water under the direct influence of surface
water.
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Idaho Department of Environmental Quality System Classification Worksheet
Step 1--Very Small Water System (VSWS) Classification (Choose A or B)
Determine if your PWS is classified as a Very Small Water System(VSWS).
A VSWS is a community or nontransient noncommunity PWS that serves five hundred(500)persons or fewer and has
no treatment other than disinfection or has only treatment which does not require any chemical treatment,process
adjustment,backwashing,or media regeneration by an operator(e.g.,calcium carbonate filters,granular activated carbon
filters,cartridge filters,ion exchangers).
C9 A. My system serves more than 500 people. If yes, go to Step 2.
G B. My system serves 500 or fewer people and utilizes only ground water. Select only one choice
below(i, ii, or iii).
Chi. My system has no treatment. On Table 1 (page 1), choose"VSWS" as the Distribution Classification
and"Not Applicable" as the Treatment Classification. Go to Step 4.
0 ii. My system only has the following exempt treatment processes. Select all that apply(a full list of
treatment processes is listed in Step 3),then choose"VSWS" as the Distribution Classification and
"Not Applicable" as the Treatment Classification on Table 1 (page 1) and go to Step 4.
Process Process
Code Process Code Process
13 005 Point of Use(POU),Activated Carbon-Granulated ❑ 401/403 Gaseous Chlorination
❑ 010 Point of Use(POU),Ion Exchange ❑ 421/423 Sodium hypochlorite or calcium hypochlorite
❑ 015 Point of Use(POU),Reverse Osmosis ❑ 470 Exempt,Softening-VSWS(Water softener)
❑ 354 Exempt,Roughing Filter-VSWS ❑ 720 Ultraviolet Radiation
❑ 356 Exempt,Cartridge Filter-VSWS ❑ 800 Raw water,little or no variation
❑ 361 4-Log Treatment of Viruses(Ground Water System)
C�iii. My system has treatment other than what is listed above in B.ii. On Table 1 (page 1),
choose "Not applicable"as the Distribution Classification. Skip Step 2; go to Step 3.
Step 2--Distribution Classification
Choose the Distribution Classification based on the number of people (not connections) served
by this public water system.
Distribution Classification Population Served
❑ Distribution Class I 501 to 1,500
❑ Distribution Class II 1,501 to 15,000
0 Distribution Class ITI 15,001 to 50,000
❑ Distribution Class IV 50,001 and greater
Enter the Distribution Classification in Table 1 (page 1).
To determine the treatment classification, go to Step 3.
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Idaho Department of Environmental Quality System Classification Worksheet
Step 3--Treatment Classification Evaluation
Choose A or B below and enter the information in Table 1 (page 1).
O A. This system only has the following exempt treatment processes that will not require a Treatment
Classification. Select all that apply,then choose "Not Applicable" as the Treatment Classification in
Table 1 (page 1).
Process Process
Code Process Code Process
005 Point of Use(POU),Activated Carbon-Granulated 401/403 Gaseous Chlorination
❑ 010 Point of Use(POU),Ion Exchange ❑x 421/423 Sodium hypochlorite or calcium hypochlorite
❑ 015 Point of Use(POU),Reverse Osmosis ❑ 470 Exempt,Softening-VSWS(Water softener)
❑ 354 Exempt,Roughing Filter-VSWS ❑ 720 Ultraviolet Radiation
❑ 356 Exempt,Cartridge Filter-VSWS ❑ 800 Raw water,little or no variation
❑ 361 4-Log Treatment of Viruses(Ground Water System)
Q B. This system has treatment in addition to or other than the items in A. Review and enter the applicable
point values in the "System Points" column for each applicable row of Table 2 to reflect system
treatment processes.
Table 2. Treatment classification process and description.
Process Code Item Points System
Points
Process Code Item Points System
Points
Process Code Item Points System
Points
System Size--Population(all systems--choose one)
--- Very Small(25-500) 1
--- Small(501-3,300) 5
--- Medium(3,301-10,000) 10
--- Large(10,001-100,000) 15
--- Very Large(100,001+) 20
Water Supply Source(mark all that apply)
--- Ground Water 0
--- Surface Water or Ground Water Under the Direct Influence of Surface Water(GWUDI) 8
361*/363 Required Contact Time(CT) -4-log Treatment/Removal of Viruses 2
Raw Water Quality Variation(all systems--choose one)
This designation reflects the effect of changing raw water quality on treatment process changes that would be necessary to achieve
optimized performance.
800* Raw water,little or no variation 0
805 Raw water,minor variation (consistently<10 NTU,treatment adjustments rarely made) 1
810 Raw water,moderate variation(regular treatment adjustments made monthly) 3
815 Raw water,significant variation(regular treatment adjustments made weekly) 5
820 Raw water,severe variation(regular treatment adjustments made daily or source may be subject to 7
non-point discharge,agricultural/urban storm runoff,or flooding)
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Idaho Department of Environmental Quality System Classification Worksheet
Process Code Item Points System
Points
825 Raw water,quality subject to agriculture point sources or municipal wastewater point source 8
discharges(within the mixing zone of an upstream municipal NPDES discharge)
830 Raw water,quality subject to industrial wastewater pollution 10
(within the mixing zone of an upstream industrial NPDES/IPDES discharge)
Raw Water Quality is Subject to:(mark all that apply)
835 Raw water,taste/odor(treatment process adjustments are routinely made) ' 2
840 Raw water,color>15 Color Units(not due to precipitated metals)--See exception in Table Note 1 3
845 Raw water,iron and/or manganese>MCL: See exception in Table Note 1 3
850 Raw water,algal growth (treatment process adjustments are routinely made) 3
Disinfection(mark all that apply)
425 Onsite generation of hypochlorite 1
421*,423* Liquid chlorine(sodium hypochlorite)or in solid form(calcium hypochlorite tablets or powder) 5
401*,403* Gaseous chlorination 8
720* Ultraviolet light 2
541,543 Ozonation 10
200 Chloramines 10
220 Chlorine dioxide 10
190 Brominization 5
455 Iodine 5
Coagulation/Flocculation(mark all that apply)
240 Coagulation 6
245 Coagulant aid 2
360 Flocculation 2
Clarification/Sedimentation(mark all that apply)
660 Sedimentation/Clarification 4
665 Sedimentation,Upflow Clarification(2 pts.flocculation+4 pts. sedimentation/clarification)2 6
Filtration(mark all that apply)
352 Pre-filtration,roughing filter(staged cartridges,pressure sand w/o coagulation) 1
341 Cartridge/bag filters 5
342 Diatomaceous earth filters 3 10
343 Greensand filtration 10
344 Pressure sand filters 10
345 Rapid sand filters 15
346 Slow sand filters 5
347 Membrane/Ultrafiltration 10
350 Filter aid 2
354* Exempt--roughing filter(Very Small Water System only) 0
356* Exempt--cartridge filter(Very Small Water System only) 0
Other Treatment Processes(mark all that apply)
005* Point of Use(POU),activated carbon-granular (point of use only) 0
010* Point of Use(POU),ion exchange(point of use only) 0
015* Point of Use(POU),reverse osmosis(point of use only) 0
141 Aeration,cascade 3 3
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Idaho Department of Environmental Quality System Classification Worksheet
Process Code Item Points System
Points
147 Aeration,slat trays 3
149 Aeration,spray 4 3
143 Aeration,diffused s 5
145 Aeration,packed towers 5
160 Algae control(surface water reservoir treatment) 3
460 Ion exchange(softening,inorganic removal,radionuclides removal) 5
470* Exempt,softening(Very Small Water System only) 0
100 Ion exchange,activated alumina 5
121 Activated carbon,granular 5
125 Activated carbon,powdered 2
180 Bone char 5
580 Peroxide 5
560 Permanganate(oxidation) 4
680 Sequestration(addition of a phosphate) 4
380 Fluoridation 4
300 Distillation 10
640 Reverse osmosis s 10
320 Electrodialysis 3 15
500 Lime-Soda Ash Addition 5
741,742 pH Adjustment 4
Stability or Corrosion Control(mark all that apply)
441 Inhibitor,Bimetallic Phosphate 4
443 Inhibitor,Hexameta Phosphate 4
445 Inhibitor,Orthophosphate 4
447 Inhibitor,Polyphosphate 4
449 Inhibitor,Silicate 4
620 Reducing Agents 4
Sludge/Backwash Water Disposal(mark all that apply)
--- Sludge Treatment--Disposal to sanitary sewer or off watershed 0
700 Sludge Treatment--On site treatment of waste(examples: sludge drying beds,discharge to lagoons 3
and/or on-site disposal/land application)
710 Backwash Water--Any water recycled to plant raw water influent 5
Total System Treatment Points:
*Exempt treatment processes.
See page 6 for table notes.
Add the total points and determine the system classification. Enter the classification in Table 1 (page 1).
Treatment Classification System Points
❑ Treatment Class I 30 or fewer
❑ Treatment Class II 31-55
❑ Treatment Class III 56-75
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Idaho Department of Environmental Quality System Classification Worksheet
❑ Treatment Class IV 76 or greater
Step 4--Sign and Mail
Mail the completed, signed form to your regional Idaho Department of Environmental Quality or health district
drinking water contact for system classification evaluation. Retain a photocopy of the original form for your
files.
Signature Date
Table Notes:
1. Raw water quality is subject to:
• Taste and/or odor(T&O)for which treatment process adjustments are routinely made(2 points): 1)T&O issue has been
identified in a pre-design report,etc.,2)a process has been installed to address,and 3)operational control adjustments
are made at least seasonally.Do not give points for T&O when there is no specific additional impact on operation(e.g.,
if a system is already pre-chlorinating for disinfection,give no points for T&O).
• Color> 15 Color Units(CU)(not due to precipitated metals)(3 points)with the following exceptions:Color will be
considered elevated and points assigned when levels exceed 75 Color Units(CU)for conventional filtration,40 CU
for direct filtration3,or 15 CU for all other technologies,except reverse osmosis(no points given for color for
reverse osmosis).
• Iron(FE)and/or manganese(MN)>Maximum Contaminant Level(MCL):Fe(2 points),Mn(3 points)(3 points
maximum allowed)with the following exceptions:Iron and manganese levels will be considered elevated and points
assigned if they are greater than the MCL,except for applications of manganese greensand filters.For applications
of manganese greensand filters,iron and manganese levels will be considered elevated when their combined level
exceeds 1.0 mg/L(3 points allowed).
• Algal growths for which treatment process adjustments are routinely made(3 points):Raw water will be considered
subject to algae growths when treatment processes are specifically adjusted due to the presence of high levels of algae
on at least a weekly basis for at least two months each year.
2. Upflow clarification(sludge blanket clarifier)(6 points):Also known as sludge blanket clarification.Includes such
proprietary units as Super-Pulsator.These units include processes for flocculation and sedimentation.Important note:these
are not the same as adsorption clarifiers.
3. Water Treatment Definitions
Definitions reprinted from"Master Glossary of Water and Wastewater Terms"(www.owp.csus.edu/ lg ossary/index.php)
with permission from Office of Water Programs,California State University,Sacramento.
• Adsorption
The gathering of a gas,liquid,or dissolved substance on the surface or interface zone of another material.
• Aeration
The process of adding air to water.Air can be added to water by passing air through water or passing water through
air.
• Diatomaceous earth
A fine,siliceous(mad of silica)"earth"composed mainly of the skeletal remains of diatoms.
• Direct filtration
A method of treating water which consists of the addition of coagulant chemicals,flash mixing,coagulation,minimal
flocculation,and filtration.The flocculation facilities may be omitted,but the physical-chemical reactions will occur to
some extent.The sedimentation process is omitted.
• Electrodialysis
The selective separation of dissolved solids on the basis of electrical charge,by diffusion through a semipermeable
membrane across which an electrical potential is imposed.
• Reverse osmosis
The application of pressure to a concentrated solution which causes the passage of a liquid from the concentrated
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Idaho Department of Environmental Quality System Classification Worksheet
solution to a weaker solution across a semipermeable membrane.The membrane allows the passage of the water
(solvent)but not the dissolved solids(solutes).
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